
1.0 CODE AND SPECIFICATIONS:
The following structural codes and specifications shall be used in the structural analysis and design of the reinforced
concrete special moment resisting 3–Storey Residential building structure.
1. National Structural Code of the Philippines 2015, NSCP2015, Volume 1
2. Generally, for the entire Analysis and Design Requirements2.Uniform Building Code 1997 Edition, UBC97–For Building
Seismic Analysis.
3. American Concrete Institute, Building code Requirements for Reinforced concrete (ACI 318-14)
2.0 MATERIAL STRENGTHS:
The following material strengths shall follow the specifications used for the 3-storey building:
Material Properties: As per original design criteria
Minimum Concrete Compressive Strength,fc’:
Columns:
fc’ = 21MPa
Beams:
fc’ = 21MPa
Slabs:
fc’ = 21MPa
Footing:
fc’ = 21MPa
Reinforcement steel bars shall be deformed and shall conform to ASTM 615
Main Bars, (16mm or larger)
fy = 227 MPa (Grade 33)
Secondary Bars, (12mm>)
fy = 227 MPa (Grade 33)
3.0 LOADS:
Design Loads and forces are those resulting from the self-weight of the building including all other permanent loads referred
to as the Dead Loads, occupancy or non-permanent loads referred to as the Live Loads, and earthquake loads as sometimes
called as Seismic Loads acting in most critical combinations using the appropriate load factors as recommended by the
governing national structural code of the Philippines.
3.1 Dead Loads Parameters:
Floor Loads
Ceiling:
Utilities:
Toppings:
Floor Finish:
Mov. Parts:
Slab(100mm):
Slab(125mm):
0.20
0.10
0.60
0.60
0.50
2.40
3.00
Wall Loads
4” CHB w/ Plaster both Face
6” CHB w/ Plaster both Face
3.00 Kpa
3.10 Kpa
Kpa
Kpa
Kpa
Kpa
Kpa
Kpa
Kpa
3.2 Live Loads Parameters:
Floor:
Roof:
2.40 Kpa
0.60 Kpa
3.3 Earthquake/Seismic Loads Parameters:
OCCUPANCY CATEGORY
SEISMIC ZONE FACTOR (Z)
SEISMIC IMPORTANCE FACTOR
EARTHQUAKE FORCE RESISTING
STRUCTURAL SYSTEM OF CONCRETE
SPECIAL RC MOMENT FRAMES)
RWX IN X DIRECTION
RWZ IN Z DIRECTION
SOIL TYPE - STIFF SOIL PROFILE
NEAR SOURCE FACTOR Na
NEAR SOURCE FACTOR Nv
CT VALUE (PERIOD OF VIBRATION)
Ca SEISMIC COFFICIENT = 0.44Na
Cv SEISMIC COFFICIENT = 0.64Nv
OVERALL HT
OVERALL MASS LOAD / REACTION
DESIGN SHEAR
T = Ct (Hn)^0.75
V = Cv I W / ( R T)
V = 2.5 Ca I W / R
ALLOWABLE DRIFT
∆M = 0.7 R ∆s
∆M = 0.025h OR h / 40
∆M = 0.020h OR h / 50
∆s = ∆M /0.7 R
IV. STANDARD OCCUPANCY STRUCTURE
0.40
1.00
8.50
8.50
SD
1.00
1.00
0.0731
0.44
0.64
10.80
1844.07
0.44
318.83
238.64
0.0250
0.0200
0.00420
Page 2 of 115
GOVERN OK
GOVERN
(Allowable drift factor)
3.4 Load Combinations:
DRIFT CHECK LOADING
1.20DL + 0.5LL
1.20DL + 0.5LL
1.20DL + 0.5LL
1.20DL + 0.5LL
0.9DL + EQX
0.9DL + EQZ
0.9DL - EQX
0.9DL - EQZ
+
+
-
EQX
EQZ
EQX
EQZ
+
+
-
EQX
EQZ
EQX
EQZ
Factored Load
1.4 DL
1.2DL + 1.60LL
1.20DL + 0.5LL
1.20DL + 0.5LL
1.20DL + 0.5LL
1.20DL + 0.5LL
0.9DL + EQX
0.9DL + EQZ
0.9DL - EQX
0.9DL - EQZ
SERVICE LOAD
DL + LL
0.60DL +
0.60DL +
0.60DL 0.60DL -
0.71EQX
0.71EQZ
0.71EQX
0.71EQZ
Page 3 of 115
****************************************************
*
*
*
STAAD.Pro V8i SELECTseries6
*
*
Version 20.07.11.33
*
*
Proprietary Program of
*
*
Bentley Systems, Inc.
*
*
Date=
MAY 20, 2022
*
*
Time=
16:54:40
*
*
*
*
USER ID:
*
****************************************************
1. STAAD SPACE
INPUT FILE: F:\dags\ARt\New folder\3 Storey Building(rev1).STD
2. START JOB INFORMATION
3. ENGINEER DATE 19-APR-22
4. JOB NAME 3 STOREY RESIDENTIAL BUILDING
5. JOB CLIENT REGINA PABLO VALDEZ
6. JOB NO 01
7. ENGINEER NAME DGC
8. END JOB INFORMATION
9. INPUT WIDTH 79
10. UNIT METER KN
11. JOINT COORDINATES
12. 1 0 0 0; 2 3.77 0 0; 3 7.74 0 0; 4 11.51 0 0; 5 0 3 0; 6 3.77 3 0; 7 7.74 3 0
13. 8 11.51 3 0; 9 0 6 0; 10 3.77 6 0; 11 7.74 6 0; 12 11.51 6 0; 13 0 9 0
14. 14 3.77 9 0; 15 7.74 9 0; 16 11.51 9 0; 17 0 0 3.1; 18 3.77 0 3.1
15. 19 7.74 0 3.1; 20 11.51 0 3.1; 21 0 3 3.1; 22 3.77 3 3.1; 23 7.74 3 3.1
16. 24 11.51 3 3.1; 25 0 6 3.1; 26 3.77 6 3.1; 27 7.74 6 3.1; 28 11.51 6 3.1
17. 29 0 9 3.1; 30 3.77 9 3.1; 31 7.74 9 3.1; 32 11.51 9 3.1; 33 0 -1.8 0
18. 34 3.77 -1.8 0; 35 7.74 -1.8 0; 36 11.51 -1.8 0; 37 0 -1.8 3.1
19. 38 3.77 -1.8 3.1; 39 7.74 -1.8 3.1; 40 11.51 -1.8 3.1; 41 9.66 3 3.1
20. 42 9.66 3 0; 43 9.66 6 3.1; 44 9.66 6 0; 45 9.66 0 3.1; 46 9.66 0 0
21. 47 9.66 9 3.1; 48 9.66 9 0
22. MEMBER INCIDENCES
23. 1 5 6; 2 6 7; 3 7 42; 4 9 10; 5 10 11; 6 11 44; 7 13 14; 8 14 15; 9 15 48
24. 10 1 5; 11 2 6; 12 3 7; 13 4 8; 14 5 9; 15 6 10; 16 7 11; 17 8 12; 18 9 13
25. 19 10 14; 20 11 15; 21 12 16; 22 21 22; 23 22 23; 24 23 41; 25 25 26; 26 26 27
26. 27 27 43; 28 29 30; 29 30 31; 30 31 47; 31 17 21; 32 18 22; 33 19 23; 34 20 24
27. 35 21 25; 36 22 26; 37 23 27; 38 24 28; 39 25 29; 40 26 30; 41 27 31; 42 28 32
28. 43 5 21; 44 6 22; 45 7 23; 46 8 24; 47 9 25; 48 10 26; 49 11 27; 50 12 28
29. 51 13 29; 52 14 30; 53 15 31; 54 16 32; 55 1 2; 56 2 3; 57 3 46; 58 17 18
30. 59 18 19; 60 19 45; 61 1 17; 62 2 18; 63 3 19; 64 4 20; 65 1 33; 66 17 37
31. 67 2 34; 68 18 38; 69 3 35; 70 19 39; 71 4 36; 72 20 40; 73 41 24; 74 42 8
32. 75 43 28; 76 44 12; 77 45 20; 78 46 4; 79 47 32; 80 48 16; 81 46 45; 82 42 41
33. 83 44 43; 84 48 47; 85 45 41; 86 41 43; 87 43 47; 88 46 42; 89 42 44; 90 44 48
34. DEFINE MATERIAL START
35. ISOTROPIC CONCRETE
36. E 2.17185E+007
37. POISSON 0.17
38. DENSITY 23.5616
39. ALPHA 1E-005
40. DAMP 0.05
41. TYPE CONCRETE
42. STRENGTH FCU 27579
43. END DEFINE MATERIAL
44. MEMBER PROPERTY AMERICAN
45. 1 TO 3 10 TO 17 22 TO 24 31 TO 38 43 TO 46 55 TO 74 77 78 81 46. 82 PRIS YD 0.4 ZD 0.3
47. 4 TO 6 18 TO 21 25 TO 27 39 TO 42 47 TO 50 75 76 83 PRIS YD 0.4 ZD 0.2
48. 7 TO 9 28 TO 30 51 TO 54 79 80 84 TO 90 PRIS YD 0.3 ZD 0.2
49. CONSTANTS
50. BETA 90 MEMB 34 38 42 72
51. MATERIAL CONCRETE ALL
52. SUPPORTS
53. 33 TO 40 PINNED
54. DEFINE REFERENCE LOADS
55. LOAD R1 LOADTYPE DEAD TITLE REF DEAD LOAD CASE 1
Page 4 of 115
56.
57.
58.
59.
60.
61.
62.
63.
64.
65.
66.
67.
68.
SELFWEIGHT Y 1
FLOOR LOAD
YRANGE 3 6 FLOAD 5 GY
YRANGE 9 9 FLOAD 2 GY
MEMBER LOAD
1 TO 6 22 TO 27 43 46 47 50 55 TO 61 64 73 TO 78 81 TO 83 UNI GY 8.1
7 TO 9 28 TO 30 51 TO 54 79 80 84 UNI GY 1
END DEFINE REFERENCE LOADS
FLOOR DIAPHRAGM
DIA 1 TYPE RIG HEI 0 JOINT 1 TO 4 17 TO 20 45 46
DIA 2 TYPE RIG HEI 3 JOINT 5 TO 8 21 TO 24 41 42
DIA 3 TYPE RIG HEI 6 JOINT 9 TO 12 25 TO 28 43 44
DIA 4 TYPE RIG HEI 9 JOINT 13 TO 16 29 TO 32 47 48
*** NOTE: NEITHER "MASS" NOR "GRAVITY" REFERENCE LOADTYPE IS PRESENT.
MASS MODEL IS FORMED BY COMBINING ALL "DEAD" AND "LIVE" (IF ANY) REFERENCE LOADTYPES.
*** NOTE: MASS MODEL FORMED WILL BE USED IN SEISMIC/RESPONSE/TIME HISTORY LOADING, IF ANY.
IF MASS MODEL IS SEPARATELY PROVIDED IN INDIVIDUAL LOADING, THE GENERATED MASS
WILL BE REPLACED BY THE MASS PROVIDED IN INDIVIDUAL LOADING.
************************************************************************************
FLOOR DIAPHRAGM
--------------NO.
TYPE
1
2
3
4
RIGID
RIGID
RIGID
RIGID
UNIT - KN
METE
---------------FL. LEVEL
FL. WT
0.000
3.000
6.000
9.000
429.23
625.45
577.83
191.20
CENTRE
X
OF
6.102
6.019
6.022
5.994
MASS
Z
MASTER JOINT NO.
1.550
1.550
1.550
1.550
49
50
51
52
************************************************************************************
70. DEFINE UBC LOAD
71. ZONE 0.4 I 1 RWX 8.5 RWZ 8.5 STYP 4 CT 0.0731 NA 1 NV 1
72. REFERENCE LOAD Y
*** NOTE: SEISMIC WEIGHT TABLE IS PRESENT.THIS WEIGHT TABLE
WILL BE CONSIDERED IN STATIC SEISMIC ANALYSIS.
73.
74.
75.
76.
77.
R1 1.0
CHECK SOFT STORY ASCE7
LOAD 1 LOADTYPE SEISMIC TITLE LOAD CASE SEISMIC EQX
UBC LOAD X 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
P R O B L E M
S T A T I S T I C S
----------------------------------NUMBER OF JOINTS
NUMBER OF PLATES
NUMBER OF SURFACES
52
0
0
NUMBER OF MEMBERS
NUMBER OF SOLIDS
NUMBER OF SUPPORTS
90
0
8
SOLVER USED IS THE OUT-OF-CORE BASIC SOLVER
ORIGINAL/FINAL BAND-WIDTH=
43/
10/
168 DOF
TOTAL
PRIMARY LOAD CASES =
1, TOTAL DEGREES OF FREEDOM =
TOTAL LOAD COMBINATION CASES =
0 SO FAR.
SIZE OF STIFFNESS MATRIX =
29 DOUBLE KILO-WORDS
REQRD/AVAIL. DISK SPACE =
12.4/ 95031.0 MB
Page 5 of 115
168
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- -------------STORY
-----
FL. LEVEL IN METE
-----------------
1
2
3
4
S T A T U S
-------------------X
Z
0.00
3.00
6.00
9.00
OK
OK
OK
OK
OK
OK
OK
OK
NOTE : NO SOFT STOREY IS DETECTED.
***********************************************************
*
*
* X DIRECTION : Ta = 0.435 Tb = 0.504 Tuser = 0.000 *
* T = 0.504, LOAD FACTOR = 1.000
*
* UBC TYPE = 97
*
* UBC FACTOR V = 0.1294 x
1844.07 =
238.64 KN
*
*
*
***********************************************************
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
LOAD NO.:
STORY
-----
1
2
3
4
LEVEL
-----
0.00
3.00
6.00
9.00
1
DIRECTION : X
UNIT - METE
DYN. ECC. (dec)
--------------X
Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
ACC. ECC. (aec)
--------------X
Z
0.58
0.58
0.58
0.58
DESIGN
ECC.
--------------X
Z
dec + aec dec + aec
0.15
0.15
0.15
0.15
0.00
0.00
0.00
0.00
0.15
0.15
0.15
0.15
************************************************************************
78.
79.
80.
81.
CHANGE
LOAD 2 LOADTYPE SEISMIC TITLE LOAD CASE SEISMIC EQZ
UBC LOAD Z 1 DEC 1 ACC 0.05
PERFORM ANALYSIS
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- -------------STORY
-----
1
2
3
4
FL. LEVEL IN METE
-----------------
0.00
3.00
6.00
9.00
S T A T U S
-------------------X
Z
OK
OK
OK
OK
NOTE : NO SOFT STOREY IS DETECTED.
Page 6 of 115
OK
OK
OK
OK
***********************************************************
*
*
* Z DIRECTION : Ta = 0.435 Tb = 0.617 Tuser = 0.000 *
* T = 0.435, LOAD FACTOR = 1.000
*
* UBC TYPE = 97
*
* UBC FACTOR V = 0.1294 x
1844.07 =
238.64 KN
*
*
*
***********************************************************
************************************************************************
***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM.
TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN ANALYSIS.
DYNAMIC ECCENTRICITY APPLIED = DEC - 1
LOAD NO.:
STORY
-----
1
2
3
4
LEVEL
-----
0.00
3.00
6.00
9.00
2
DIRECTION : Z
DYN. ECC. (dec)
--------------X
Z
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
UNIT - METE
ACC. ECC. (aec)
--------------X
Z
0.58
0.58
0.58
0.58
0.15
0.15
0.15
0.15
DESIGN
ECC.
--------------X
Z
dec + aec dec + aec
0.58
0.58
0.58
0.58
0.00
0.00
0.00
0.00
************************************************************************
82. CHANGE
83. LOAD 3 LOADTYPE DEAD TITLE LOAD CASE DEAD LOAD
84. REFERENCE LOAD
85. R1 -1.0
86. LOAD 4 LOADTYPE LIVE TITLE LOAD CASE LIVE LOAD
87. FLOOR LOAD
88. YRANGE 0 6 FLOAD -2.4 GY
**NOTE** about Floor/OneWay Loads/Weights.
Please note that depending on the shape of the floor you may
have to break up the FLOOR/ONEWAY LOAD into multiple commands.
For details please refer to Technical Reference Manual
Section 5.32.4.2 Note d and/or "5.32.4.3 Note f.
89.
90.
91.
92.
93.
94.
95.
96.
97.
98.
99.
100.
101.
102.
103.
104.
105.
106.
107.
108.
109.
110.
111.
YRANGE 9 9 FLOAD -0.6 GY
LOAD COMB 5 1.20DL + 0.5LL + EQX (DRIFT CHECK / FACTORED)
3 1.2 4 0.5 1 1.0
LOAD COMB 6 1.20DL + 0.5LL + EQZ (DRIFT CHECK / FACTORED)
3 1.2 4 0.5 2 1.0
LOAD COMB 7 1.20DL + 0.5LL - EQX (DRIFT CHECK / FACTORED)
3 1.2 4 0.5 1 -1.0
LOAD COMB 8 1.20DL + 0.5LL - EQZ (DRIFT CHECK / FACTORED)
3 1.2 4 0.5 2 -1.0
LOAD COMB 9 0.9DL + EQX (DRIFT CHECK / FACTORED)
3 0.9 1 1.0
LOAD COMB 10 0.9DL + EQZ (DRIFT CHECK / FACTORED)
3 0.9 2 1.0
LOAD COMB 11 0.9DL 1 EQX (DRIFT CHECK / FACTORED)
3 0.9 1 -1.0
LOAD COMB 12 0.9DL - EQZ (DRIFT CHECK / FACTORED)
3 0.9 2 -1.0
LOAD COMB 13 1.4 DL (FACTORED LOAD)
3 1.4
LOAD COMB 14 1.2DL + 1.60LL (FACTORED LOAD)
3 1.2 4 1.6
LOAD COMB 15 DL + LL (SERVICE LOAD)
3 1.0 4 1.0
Page 7 of 115
113.
114.
115.
116.
117.
118.
119.
120.
121.
122.
123.
124.
125.
126.
127.
128.
1 0.71 3 0.6
LOAD COMB 17 0.60DL + 0.71EQZ (SERVICE LOAD)
2 0.71 3 0.6
LOAD COMB 18 0.60DL - 0.71EQX (SERVICE LOAD)
1 -0.71 3 0.6
LOAD COMB 19 0.60DL - 0.71EQZ (SERVICE LOAD)
2 -0.71 3 0.6
LOAD COMB 20 DL + 0.71EQX (SERVICE LOAD)
1 0.71 3 1.0
LOAD COMB 21 DL + 0.71EQZ (SERVICE LOAD)
2 0.71 3 1.0
LOAD COMB 22 DL - 0.71EQX (SERVICE LOAD)
1 -0.71 3 1.0
LOAD COMB 23 DL - 0.71EQZ (SERVICE LOAD)
2 -0.71 3 1.0
PERFORM ANALYSIS
VERTICAL STRUCTURAL IRREGULARITIES : SOFT STORY CHECK - ASCE/SEI 7-05
-------- ---------- -------------STORY
-----
FL. LEVEL IN METE
-----------------
1
2
3
4
S T A T U S
-------------------X
Z
0.00
3.00
6.00
9.00
OK
OK
OK
OK
OK
OK
OK
OK
NOTE : NO SOFT STOREY IS DETECTED.
129. LOAD LIST 5 TO 12
130. PRINT DIA CR
************************************************************
CENTRE OF RIGIDITY
-----------------DIAPHRAM
UNIT - METE
-----------
FL. LEVEL
1
2
3
4
X-COORDINATE
0.000
3.000
6.000
9.000
Z-COORDINATE
6.138
6.177
6.193
6.422
1.492
1.513
1.520
1.508
************************************************************
131. PRINT STORY DRIFT 0.004200
STORY
HEIGHT
LOAD
AVG. DISP(CM )
DRIFT(CM )
RATIO
STATUS
-----------------------------------------------------------------------------------------(METE)
X
Z
X
Z
BASE=
-1.80
1
-1.80
ALLOW. DRIFT = L / 238
5
6
7
8
9
10
11
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
Page 8 of 115
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
L
L
L
L
L
L
L
/999999
/999999
/999999
/999999
/999999
/999999
/999999
PASS
PASS
PASS
PASS
PASS
PASS
PASS
2
0.00
5
6
7
8
9
10
11
12
0.3752
-0.0006
-0.3789
-0.0031
0.3757
-0.0002
-0.3784
-0.0026
-0.0008
0.5322
-0.0017
-0.5347
-0.0004
0.5326
-0.0013
-0.5343
0.3752
0.0006
0.3789
0.0031
0.3757
0.0002
0.3784
0.0026
0.0008
0.5322
0.0017
0.5347
0.0004
0.5326
0.0013
0.5343
L
L
L
L
L
L
L
L
/
/
/
/
/
/
/
/
480
338
475
336
479
338
475
337
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
3
3.00
5
6
7
8
9
10
11
12
0.8111
-0.0009
-0.8184
-0.0063
0.8121
0.0001
-0.8174
-0.0054
-0.0003
1.1937
-0.0057
-1.1997
0.0006
1.1946
-0.0048
-1.1988
0.4360
0.0003
0.4395
0.0033
0.4365
0.0002
0.4390
0.0028
0.0005
0.6615
0.0040
0.6650
0.0011
0.6621
0.0035
0.6645
L
L
L
L
L
L
L
L
/
/
/
/
/
/
/
/
688
453
682
451
687
453
683
451
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
4
6.00
5
6
7
8
9
10
11
12
1.1248
0.0001
-1.1319
-0.0072
1.1259
0.0011
-1.1309
-0.0061
-0.0009
1.6936
-0.0097
-1.7043
0.0007
1.6952
-0.0081
-1.7027
0.3137
0.0010
0.3135
0.0008
0.3137
0.0011
0.3134
0.0007
0.0006
0.4999
0.0040
0.5045
0.0001
0.5006
0.0033
0.5039
L
L
L
L
L
L
L
L
/
/
/
/
/
/
/
/
956
600
957
594
956
599
957
595
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
5
9.00
5
6
7
8
9
10
11
12
1.3205
0.0064
-1.3196
-0.0056
1.3206
0.0065
-1.3196
-0.0055
-0.0033
2.0966
-0.0189
-2.1187
0.0000
2.0999
-0.0156
-2.1155
0.1957
0.0064
0.1877
0.0016
0.1947
0.0054
0.1887
0.0006
0.0023
0.4030
0.0092
0.4145
0.0007
0.4046
0.0075
0.4128
L
L
L
L
L
L
L
L
/
/
/
/
/
/
/
/
1533
744
1598
724
1541
741
1589
727
PASS
PASS
PASS
PASS
PASS
PASS
PASS
PASS
132. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= MAY 20,2022
TIME= 16:54:42 ****
************************************************************
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*
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*
*
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*
*
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*
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*
Copyright (c) 1997-2015 Bentley Systems, Inc.
*
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************************************************************
Page 9 of 115
Job Information
Engineer
Name:
Date:
Checked
Approved
DGC
19-Apr-22
Structure Type
SPACE FRAME
Number of Nodes
Number of Elements
48
90
Highest Node
Highest Beam
Number of Basic Load Cases
Number of Combination Load Cases
48
90
-2
19
Included in this printout are data for:
The Whole Structure
All
Included in this printout are results for load cases:
Type
L/C
Name
Primary
Primary
Primary
Primary
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
Combination
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
LOAD CASE SEISMIC EQX
LOAD CASE SEISMIC EQZ
LOAD CASE DEAD LOAD
LOAD CASE LIVE LOAD
1.20DL + 0.5LL + EQX (DRIFT CHECK / FACTORED)
1.20DL + 0.5LL + EQZ (DRIFT CHECK / FACTORED)
1.20DL + 0.5LL - EQX (DRIFT CHECK / FACTORED)
1.20DL + 0.5LL - EQZ (DRIFT CHECK / FACTORED)
0.9DL + EQX (DRIFT CHECK / FACTORED)
0.9DL + EQZ (DRIFT CHECK / FACTORED)
0.9DL 1 EQX (DRIFT CHECK / FACTORED)
0.9DL - EQZ (DRIFT CHECK / FACTORED)
1.4 DL (FACTORED LOAD)
1.2DL + 1.60LL (FACTORED LOAD)
DL + LL (SERVICE LOAD)
0.60DL + 0.71EQX (SERVICE LOAD)
0.60DL + 0.71EQZ (SERVICE LOAD)
0.60DL - 0.71EQX (SERVICE LOAD)
0.60DL - 0.71EQZ (SERVICE LOAD)
DL + 0.71EQX (SERVICE LOAD)
DL + 0.71EQZ (SERVICE LOAD)
DL - 0.71EQX (SERVICE LOAD)
DL - 0.71EQZ (SERVICE LOAD)
3D Rendered View
Page 10 of 115
Y
Z
X
Load 3
13
14
29
31
9
10
25
23
1
2
Y
X
39
4
47
40
1
Y
Z
X
2
44
37
45
24
12
11 23
55 32
65
49
27
16
36
10 22
61
41
15 26
35
31
5
48
14 25
43
53
30
20
19 29
62
58
68
56 33
67
59
70
Page 11 of 115
8
24
46
45
4
20
36
Load 3
40
8
52
18 28
42
39
7
51
66
35
38
12
28
41
19
34
37
44
3
18
33
16
32
43
7
22
17
47
27
6
21
48
11
26
5
Z
15
30
9
84
79
90
87
6
83
75
89
86
3
82
73
88
80
54
21
42
76
50
17
38
74
46
13
85
34
57
78
63
81
69
64
60
71
77
72
Load 3
32
47
31
30
29
28
43
27
26
25
24
41
23
22
21
20
45
19
18
17
Y
X
Z
X = -10.776 kN
Y = 400.297 kN
Z = -35.012 kN
MX = FREE
MY = FREE
MZ = FREE
40
39
X = 4.733 kN
Y = 502.118 kN
Z = -28.306 kN
MX = FREE
MY = FREE
MZ = FREE
38
X = -2.621 kN
Y = 452.989 kN
Z = -30.556 kN
MX = FREE
MY = FREE
MZ = FREE
37
Load 6 : Shear Y
X = 1.857 kN
Y = 365.664 kN
Z = -34.915 kN
MX = FREE
MY = FREE
MZ = FREE
REACTION
16
48
15
14
13
12
44
11
10
9
8
42
7
6
5
4
46
3
2
1
Y
X
Z
36
X = -12.827 kN
Y = 405.524 kN
Z = 28.261 kN
MX = FREE
MY = FREE
MZ = FREE
35
X = 4.682 kN
Y = 497.691 kN
Z = 28.739 kN
MX = FREE
MY = FREE
MZ = FREE
34
X = -2.181 kN
Y = 452.946 kN
Z = 30.542 kN
MX = FREE
MY = FREE
MZ = FREE
33
X = 2.124 kN
Y = 364.907 kN
Z = 34.646 kN
MX = FREE
MY = FREE
MZ = FREE
Load 8 : Shear Y
REACTION
Reactions
Node
33
L/C
Horizontal Vertical Horizontal
FX
FY
FZ
(kN)
(kN)
(kN)
MX
(kNm)
1:LOAD CASE SEISMIC
-23.959
EQX -71.567
-1.534
0.000
2:LOAD CASE SEISMIC
1.419
EQZ -140.910
-32.753
0.000
3:LOAD CASE DEAD LOAD
2.663
177.317
1.423
0.000
4:LOAD CASE LIVE0.693
LOAD
22.432
0.370
0.000
5:1.20DL + 0.5LL
-20.417
+ EQX (DRIFT
152.430
CHECK /0.358
FACTORED)0.000
6:1.20DL + 0.5LL +
4.961
EQZ (DRIFT
83.087
CHECK
-30.861
/ FACTORED)
0.000
7:1.20DL + 0.5LL27.502
- EQX (DRIFT
295.564
CHECK 3.426
/ FACTORED)
0.000
8:1.20DL + 0.5LL 2.124
EQZ (DRIFT
364.907
CHECK34.646
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-21.562CHECK
88.018
/ FACTORED)
-0.253
0.000
10:0.9DL + EQZ (DRIFT
3.816 CHECK
18.675
/ FACTORED)
-31.473
0.000
11:0.9DL 1 EQX (DRIFT
26.356 CHECK
231.153
/ FACTORED)
2.815
0.000
12:0.9DL - EQZ (DRIFT
0.978 CHECK
300.496
/ FACTORED)
34.034
0.000
13:1.4 DL (FACTORED
3.729
LOAD)248.244
1.992
0.000
14:1.2DL + 1.60LL4.305
(FACTORED
248.672
LOAD)
2.299
0.000
15:DL + LL (SERVICE
3.357
LOAD)199.750
1.793
0.000
16:0.60DL + 0.71EQX
-15.413
(SERVICE
55.578
LOAD) -0.235
0.000
17:0.60DL + 0.71EQZ
2.605
(SERVICE
6.344
LOAD)-22.401
0.000
18:0.60DL - 0.71EQX
18.609
(SERVICE
157.203
LOAD) 1.943
0.000
19:0.60DL - 0.71EQZ
0.591
(SERVICE
206.436
LOAD) 24.109
0.000
20:DL + 0.71EQX-14.348
(SERVICE126.504
LOAD)
0.334
0.000
21:DL + 0.71EQZ (SERVICE
3.671
LOAD)
77.271
-21.832
0.000
22:DL - 0.71EQX 19.674
(SERVICE228.130
LOAD)
2.512
0.000
23:DL - 0.71EQZ (SERVICE
1.656
277.363
LOAD)
24.678
0.000
Page 12 of 115
Moment
MY
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
MZ
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Reactions Cont...
Node
34
35
36
L/C
Horizontal Vertical Horizontal
FX
FY
FZ
(kN)
(kN)
(kN)
MX
(kNm)
1:LOAD CASE SEISMIC
-35.194
EQX
10.646
-0.578
0.000
2:LOAD CASE SEISMIC
2.187
EQZ -131.309
-29.854
0.000
3:LOAD CASE DEAD-0.011
LOAD
248.468
0.272
0.000
4:LOAD CASE LIVE0.038
LOAD
46.952
0.722
0.000
5:1.20DL + 0.5LL
-35.188
+ EQX (DRIFT
332.284
CHECK /0.110
FACTORED)0.000
6:1.20DL + 0.5LL +
2.193
EQZ (DRIFT
190.329
CHECK
-29.167
/ FACTORED)
0.000
7:1.20DL + 0.5LL35.200
- EQX (DRIFT
310.991
CHECK 1.265
/ FACTORED)
0.000
8:1.20DL + 0.5LL-2.181
- EQZ (DRIFT
452.946
CHECK30.542
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-35.204CHECK
234.268
/ FACTORED)
-0.333
0.000
10:0.9DL + EQZ (DRIFT
2.177 CHECK
92.313
/ FACTORED)
-29.609
0.000
11:0.9DL 1 EQX (DRIFT
35.184 CHECK
212.975
/ FACTORED)
0.822
0.000
12:0.9DL - EQZ (DRIFT
-2.197 CHECK
354.930
/ FACTORED)
30.099
0.000
13:1.4 DL (FACTORED
-0.015
LOAD)347.855
0.381
0.000
14:1.2DL + 1.60LL0.047
(FACTORED
373.285
LOAD)
1.481
0.000
15:DL + LL (SERVICE
0.027
LOAD)295.420
0.994
0.000
16:0.60DL + 0.71EQX
-24.994
(SERVICE
156.640
LOAD) -0.247
0.000
17:0.60DL + 0.71EQZ
1.546
(SERVICE
55.852
LOAD)-21.033
0.000
18:0.60DL - 0.71EQX
24.981
(SERVICE
141.522
LOAD) 0.573
0.000
19:0.60DL - 0.71EQZ
-1.559
(SERVICE
242.310
LOAD) 21.360
0.000
20:DL + 0.71EQX-24.999
(SERVICE256.027
LOAD)
-0.138
0.000
21:DL + 0.71EQZ (SERVICE
1.542
155.239
LOAD)
-20.924
0.000
22:DL - 0.71EQX 24.977
(SERVICE240.909
LOAD)
0.682
0.000
23:DL - 0.71EQZ -1.564
(SERVICE341.697
LOAD)
21.469
0.000
1:LOAD CASE SEISMIC
-35.466
EQX -47.803
0.455
0.000
2:LOAD CASE SEISMIC
0.403
EQZ -131.902
-27.631
0.000
3:LOAD CASE DEAD LOAD
4.136
285.162
0.608
0.000
4:LOAD CASE LIVE0.243
LOAD
47.190
0.758
0.000
5:1.20DL + 0.5LL
-30.381
+ EQX (DRIFT
317.986
CHECK /1.563
FACTORED)0.000
6:1.20DL + 0.5LL +
5.488
EQZ (DRIFT
233.887
CHECK
-26.522
/ FACTORED)
0.000
7:1.20DL + 0.5LL40.551
- EQX (DRIFT
413.592
CHECK 0.653
/ FACTORED)
0.000
8:1.20DL + 0.5LL 4.682
EQZ (DRIFT
497.691
CHECK28.739
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-31.743CHECK
208.843
/ FACTORED)
1.002
0.000
10:0.9DL + EQZ (DRIFT
4.125 CHECK
124.743
/ FACTORED)
-27.084
0.000
11:0.9DL 1 EQX (DRIFT
39.188 CHECK
304.448
/ FACTORED)
0.092
0.000
12:0.9DL - EQZ (DRIFT
3.320 CHECK
388.548
/ FACTORED)
28.178
0.000
13:1.4 DL (FACTORED
5.791
LOAD)399.226
0.851
0.000
14:1.2DL + 1.60LL5.353
(FACTORED
417.698
LOAD)
1.942
0.000
15:DL + LL (SERVICE
4.379
LOAD)332.352
1.366
0.000
16:0.60DL + 0.71EQX
-22.699
(SERVICE
137.157
LOAD) 0.688
0.000
17:0.60DL + 0.71EQZ
2.768
(SERVICE
77.446
LOAD)-19.253
0.000
18:0.60DL - 0.71EQX
27.662
(SERVICE
205.037
LOAD) 0.041
0.000
19:0.60DL - 0.71EQZ
2.196
(SERVICE
264.747
LOAD) 19.982
0.000
20:DL + 0.71EQX-21.044
(SERVICE251.222
LOAD)
0.931
0.000
21:DL + 0.71EQZ (SERVICE
4.422
191.511
LOAD)
-19.010
0.000
22:DL - 0.71EQX 29.317
(SERVICE319.101
LOAD)
0.285
0.000
23:DL - 0.71EQZ (SERVICE
3.850
378.812
LOAD)
20.226
0.000
1:LOAD CASE SEISMIC
-25.950
EQX 108.724
1.447
0.000
2:LOAD CASE SEISMIC
3.496
EQZ -140.929
-25.783
0.000
3:LOAD CASE DEAD-7.341
LOAD
211.087
1.889
0.000
4:LOAD CASE LIVE
-1.042
LOAD
22.582
0.420
0.000
5:1.20DL + 0.5LL
-35.281
+ EQX (DRIFT
373.319
CHECK /3.924
FACTORED)0.000
6:1.20DL + 0.5LL-5.835
+ EQZ (DRIFT
123.666
CHECK
-23.306
/ FACTORED)
0.000
7:1.20DL + 0.5LL16.619
- EQX (DRIFT
155.872
CHECK 1.031
/ FACTORED)
0.000
8:1.20DL + 0.5LL
-12.827
- EQZ (DRIFT
405.524
CHECK28.261
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-32.557CHECK
298.702
/ FACTORED)
3.147
0.000
10:0.9DL + EQZ (DRIFT
-3.111 CHECK
49.049
/ FACTORED)
-24.083
0.000
11:0.9DL 1 EQX (DRIFT
19.343 CHECK
81.255
/ FACTORED)
0.254
0.000
12:0.9DL - EQZ -10.103
(DRIFT CHECK
330.907
/ FACTORED)
27.484
0.000
Page 13 of 115
Moment
MY
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
MZ
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Reactions Cont...
Node
37
38
39
L/C
Horizontal Vertical Horizontal
FX
FY
FZ
(kN)
(kN)
(kN)
MX
(kNm)
13:1.4 DL (FACTORED
-10.278
LOAD)295.522
2.645
0.000
14:1.2DL + 1.60LL
-10.477
(FACTORED
289.435
LOAD)
2.940
0.000
15:DL + LL (SERVICE
-8.383
LOAD)233.669
2.310
0.000
16:0.60DL + 0.71EQX
-22.829
(SERVICE
203.846
LOAD) 2.161
0.000
17:0.60DL + 0.71EQZ
-1.923
(SERVICE
26.593
LOAD)-17.172
0.000
18:0.60DL - 0.71EQX
14.020
(SERVICE
49.459
LOAD) 0.107
0.000
19:0.60DL - 0.71EQZ
-6.887
(SERVICE
226.712
LOAD) 19.440
0.000
20:DL + 0.71EQX-25.766
(SERVICE288.281
LOAD)
2.917
0.000
21:DL + 0.71EQZ -4.859
(SERVICE111.027
LOAD)
-16.417
0.000
22:DL - 0.71EQX 11.083
(SERVICE133.893
LOAD)
0.862
0.000
23:DL - 0.71EQZ -9.824
(SERVICE311.147
LOAD)
20.196
0.000
1:LOAD CASE SEISMIC
-25.000
EQX -62.329
-1.534
0.000
2:LOAD CASE SEISMIC
-1.564
EQZ 140.364
-32.753
0.000
3:LOAD CASE DEAD LOAD
2.570
178.343
-1.633
0.000
4:LOAD CASE LIVE0.674
LOAD
22.576
-0.405
0.000
5:1.20DL + 0.5LL
-21.579
+ EQX (DRIFT
162.971
CHECK -3.696
/ FACTORED)0.000
6:1.20DL + 0.5LL +
1.857
EQZ (DRIFT
365.664
CHECK
-34.915
/ FACTORED)
0.000
7:1.20DL + 0.5LL28.421
- EQX (DRIFT
287.629
CHECK-0.628
/ FACTORED)
0.000
8:1.20DL + 0.5LL 4.985
EQZ (DRIFT
84.936
CHECK30.591
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-22.687CHECK
98.180
/ FACTORED)
-3.004
0.000
10:0.9DL + EQZ (DRIFT
0.749 CHECK
300.873
/ FACTORED)
-34.223
0.000
11:0.9DL 1 EQX (DRIFT
27.313 CHECK
222.838
/ FACTORED)
0.065
0.000
12:0.9DL - EQZ (DRIFT
3.877 CHECK
20.145
/ FACTORED)
31.284
0.000
13:1.4 DL (FACTORED
3.598
LOAD)249.681
-2.286
0.000
14:1.2DL + 1.60LL4.163
(FACTORED
250.134
LOAD) -2.607
0.000
15:DL + LL (SERVICE
3.244
LOAD)200.920
-2.038
0.000
16:0.60DL + 0.71EQX
-16.208
(SERVICE
62.752
LOAD) -2.069
0.000
17:0.60DL + 0.71EQZ
0.432
(SERVICE
206.665
LOAD)-24.234
0.000
18:0.60DL - 0.71EQX
19.292
(SERVICE
151.260
LOAD) 0.109
0.000
19:0.60DL - 0.71EQZ
2.652
(SERVICE
7.348
LOAD) 22.275
0.000
20:DL + 0.71EQX-15.180
(SERVICE134.090
LOAD)
-2.722
0.000
21:DL + 0.71EQZ (SERVICE
1.460
278.002
LOAD)
-24.888
0.000
22:DL - 0.71EQX 20.320
(SERVICE222.597
LOAD)
-0.544
0.000
23:DL - 0.71EQZ (SERVICE
3.680
LOAD)
78.685
21.622
0.000
1:LOAD CASE SEISMIC
-36.627
EQX
15.673
-0.578
0.000
2:LOAD CASE SEISMIC
-2.420
EQZ 131.311
-29.847
0.000
3:LOAD CASE DEAD-0.170
LOAD
248.503
-0.290
0.000
4:LOAD CASE LIVE0.008
LOAD
46.949
-0.720
0.000
5:1.20DL + 0.5LL
-36.828
+ EQX (DRIFT
337.352
CHECK -1.286
/ FACTORED)0.000
6:1.20DL + 0.5LL-2.621
+ EQZ (DRIFT
452.989
CHECK
-30.556
/ FACTORED)
0.000
7:1.20DL + 0.5LL36.427
- EQX (DRIFT
306.005
CHECK-0.130
/ FACTORED)
0.000
8:1.20DL + 0.5LL 2.220
EQZ (DRIFT
190.368
CHECK29.139
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-36.781CHECK
239.326
/ FACTORED)
-0.839
0.000
10:0.9DL + EQZ (DRIFT
-2.574 CHECK
354.964
/ FACTORED)
-30.109
0.000
11:0.9DL 1 EQX (DRIFT
36.474 CHECK
207.980
/ FACTORED)
0.317
0.000
12:0.9DL - EQZ (DRIFT
2.267 CHECK
92.342
/ FACTORED)
29.586
0.000
13:1.4 DL (FACTORED
-0.239
LOAD)347.905
-0.406
0.000
14:1.2DL + 1.60LL
-0.192
(FACTORED
373.322
LOAD) -1.500
0.000
15:DL + LL (SERVICE
-0.163
LOAD)295.452
-1.010
0.000
16:0.60DL + 0.71EQX
-26.108
(SERVICE
160.230
LOAD) -0.585
0.000
17:0.60DL + 0.71EQZ
-1.821
(SERVICE
242.332
LOAD)-21.366
0.000
18:0.60DL - 0.71EQX
25.903
(SERVICE
137.974
LOAD) 0.236
0.000
19:0.60DL - 0.71EQZ
1.616
(SERVICE
55.871
LOAD) 21.017
0.000
20:DL + 0.71EQX-26.176
(SERVICE259.631
LOAD)
-0.701
0.000
21:DL + 0.71EQZ -1.889
(SERVICE341.734
LOAD)
-21.482
0.000
22:DL - 0.71EQX 25.835
(SERVICE237.375
LOAD)
0.120
0.000
23:DL - 0.71EQZ (SERVICE
1.548
155.273
LOAD)
20.901
0.000
1:LOAD CASE SEISMIC
-36.507
EQX -45.625
0.448
0.000
Page 14 of 115
Moment
MY
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
MZ
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Reactions Cont...
Node
40
L/C
Horizontal Vertical Horizontal
FX
FY
FZ
(kN)
(kN)
(kN)
MX
(kNm)
2:LOAD CASE SEISMIC
-0.492
EQZ 133.565
-27.489
0.000
3:LOAD CASE DEAD LOAD
4.249
287.352
-0.384
0.000
4:LOAD CASE LIVE0.251
LOAD
47.463
-0.711
0.000
5:1.20DL + 0.5LL
-31.282
+ EQX (DRIFT
322.929
CHECK -0.369
/ FACTORED)0.000
6:1.20DL + 0.5LL +
4.733
EQZ (DRIFT
502.118
CHECK
-28.306
/ FACTORED)
0.000
7:1.20DL + 0.5LL41.731
- EQX (DRIFT
414.178
CHECK-1.264
/ FACTORED)
0.000
8:1.20DL + 0.5LL 5.716
EQZ (DRIFT
234.988
CHECK26.673
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-32.682CHECK
212.992
/ FACTORED)
0.102
0.000
10:0.9DL + EQZ (DRIFT
3.333 CHECK
392.181
/ FACTORED)
-27.835
0.000
11:0.9DL 1 EQX (DRIFT
40.331 CHECK
304.241
/ FACTORED)
-0.793
0.000
12:0.9DL - EQZ (DRIFT
4.316 CHECK
125.051
/ FACTORED)
27.144
0.000
13:1.4 DL (FACTORED
5.949
LOAD)402.292
-0.538
0.000
14:1.2DL + 1.60LL5.501
(FACTORED
420.763
LOAD) -1.598
0.000
15:DL + LL (SERVICE
4.500
LOAD)334.815
-1.095
0.000
16:0.60DL + 0.71EQX
-23.370
(SERVICE
140.017
LOAD) 0.087
0.000
17:0.60DL + 0.71EQZ
2.201
(SERVICE
267.242
LOAD)-19.748
0.000
18:0.60DL - 0.71EQX
28.469
(SERVICE
204.804
LOAD) -0.548
0.000
19:0.60DL - 0.71EQZ
2.899
(SERVICE
77.580
LOAD) 19.287
0.000
20:DL + 0.71EQX-21.670
(SERVICE254.958
LOAD)
-0.066
0.000
21:DL + 0.71EQZ (SERVICE
3.900
382.183
LOAD)
-19.902
0.000
22:DL - 0.71EQX 30.169
(SERVICE319.745
LOAD)
-0.702
0.000
23:DL - 0.71EQZ (SERVICE
4.598
192.520
LOAD)
19.133
0.000
1:LOAD CASE SEISMIC
-19.942
EQX
92.281
1.874
0.000
2:LOAD CASE SEISMIC
-3.028
EQZ 139.810
-32.533
0.000
3:LOAD CASE DEAD-6.096
LOAD
207.836
-1.885
0.000
4:LOAD CASE LIVE
-0.865
LOAD
22.168
-0.435
0.000
5:1.20DL + 0.5LL
-27.689
+ EQX (DRIFT
352.767
CHECK -0.605
/ FACTORED)0.000
6:1.20DL + 0.5LL
-10.776
+ EQZ (DRIFT
400.297
CHECK
-35.012
/ FACTORED)
0.000
7:1.20DL + 0.5LL12.194
- EQX (DRIFT
168.206
CHECK-4.353
/ FACTORED)
0.000
8:1.20DL + 0.5LL-4.719
- EQZ (DRIFT
120.676
CHECK30.053
/ FACTORED)
0.000
9:0.9DL + EQX (DRIFT
-25.428CHECK
279.333
/ FACTORED)
0.178
0.000
10:0.9DL + EQZ (DRIFT
-8.515 CHECK
326.862
/ FACTORED)
-34.229
0.000
11:0.9DL 1 EQX (DRIFT
14.455 CHECK
94.772
/ FACTORED)
-3.571
0.000
12:0.9DL - EQZ (DRIFT
-2.458 CHECK
47.242
/ FACTORED)
30.836
0.000
13:1.4 DL (FACTORED
-8.534
LOAD)290.970
-2.639
0.000
14:1.2DL + 1.60LL
-8.700
(FACTORED
284.871
LOAD) -2.957
0.000
15:DL + LL (SERVICE
-6.961
LOAD)230.003
-2.319
0.000
16:0.60DL + 0.71EQX
-17.816
(SERVICE
190.221
LOAD) 0.200
0.000
17:0.60DL + 0.71EQZ
-5.808
(SERVICE
223.967
LOAD)-24.229
0.000
18:0.60DL - 0.71EQX
10.501
(SERVICE
59.182
LOAD) -2.462
0.000
19:0.60DL - 0.71EQZ
-1.507
(SERVICE
25.436
LOAD) 21.967
0.000
20:DL + 0.71EQX-20.254
(SERVICE273.355
LOAD)
-0.554
0.000
21:DL + 0.71EQZ -8.246
(SERVICE307.101
LOAD)
-24.983
0.000
22:DL - 0.71EQX (SERVICE
8.063
142.316
LOAD)
-3.216
0.000
23:DL - 0.71EQZ -3.946
(SERVICE108.570
LOAD)
21.213
0.000
Page 15 of 115
Moment
MY
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
MZ
(kNm)
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Beam Maximum Moments
Distances to maxima are given from beam end A.
Beam
Node A
Length
L/C
(m)
1
5
3.770
2
6
3.970
d
(m)
Max My
(kNm)
d
(m)
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.770
Max -ve
3.770
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.770
0.000
0.000
Max -ve
3.456
-0.000
3.770
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
0.000
0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.770
Max -ve
3.770
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.770
Max -ve
3.770
-0.000
0.942
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.770
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.456
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.770
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.827
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.770
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.770
Max -ve
3.770
-0.000
0.314
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
3.142
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
3.770
Max -ve
3.770
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
0.000
0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.770
Max -ve
3.770
-0.000
0.314
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.770
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
1.885
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.770
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
3.456
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
3.770
-0.000
1.885
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.770
-0.000
0.942
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.770
0.000
0.000
Max -ve
3.456
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.770
0.000
0.000
Max -ve
0.000
-0.000
2.513
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
3.970
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
0.000
Max -ve
0.000
-0.000
3.970
3:LOAD CASE DEAD
MaxLOAD
+ve
3.639
0.000
3.970
Max -ve
0.000
0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.970
Max -ve
3.639
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.970
-0.000
1.323
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.985
Page 16 of 115
Max Mz
(kNm)
38.079
-42.096
3.066
-2.769
20.325
-11.505
3.136
-2.052
64.037
-27.443
24.753
-14.684
63.783
-21.291
28.727
-14.981
56.371
-27.764
18.207
-10.206
57.237
-21.338
21.061
-10.503
28.455
-16.107
29.408
-17.090
23.461
-13.558
39.231
-20.044
12.271
-6.798
39.982
-15.441
14.161
-7.009
47.361
-19.931
19.000
-11.400
46.711
-15.344
22.291
-11.611
33.446
-34.311
2.755
-3.333
22.995
-11.355
3.735
-2.172
62.908
-21.417
30.574
-15.001
Beam Maximum Moments Cont...
Beam
3
Node A
7
Length
(m)
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.970
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.647
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.970
Max -ve
3.639
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
0.992
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
2.977
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.970
Max -ve
3.639
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
0.000
0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.639
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
0.662
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.970
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
2.977
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.639
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.970
-0.000
1.323
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
0.000
Max -ve
0.000
-0.000
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.970
0.000
0.000
Max -ve
0.000
-0.000
2.647
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.639
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
1.920
Max -ve
1.760
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)
Max -ve
0.000
-0.000
0.960
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.760
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
1.920
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.760
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Page 17 of 115
Max Mz
(kNm)
62.129
-20.004
32.794
-14.423
54.142
-19.738
22.269
-10.508
53.825
-18.283
24.028
-9.930
32.193
-15.897
33.570
-17.101
26.730
-13.527
37.544
-13.962
14.966
-7.018
37.370
-12.904
16.163
-6.608
46.742
-15.823
23.639
-11.560
46.043
-14.772
25.361
-11.150
25.343
-44.382
5.503
-2.896
29.603
-23.340
3.770
-3.173
-13.778
34.512
-24.092
81.791
-54.938
40.305
-35.098
4.337
-17.740
23.746
-15.503
71.025
-46.349
29.539
-26.509
41.444
Beam Maximum Moments Cont...
Beam
4
Node A
9
Length
(m)
3.770
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
1.920
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.760
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
Max -ve
0.000
-0.000
1.120
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
0.000
Max -ve
3.456
-0.000
3.770
3:LOAD CASE DEAD
MaxLOAD
+ve
3.770
-0.000
3.770
Max -ve
3.456
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
3.770
0.000
3.770
Max -ve
3.456
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
1.257
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.456
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
3.456
-0.000
2.199
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
3.770
Max -ve
0.000
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.257
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
3.456
-0.000
2.513
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.770
-0.000
3.770
Max -ve
3.456
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.770
LOAD)
0.000
3.770
Max -ve
3.456
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.770
0.000
3.770
Max -ve
3.456
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
1.257
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
1.885
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
3.456
-0.000
2.513
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
1.885
Page 18 of 115
Max Mz
(kNm)
-32.676
41.555
-33.085
33.373
-26.513
3.989
-13.750
15.705
-10.097
49.273
-31.998
19.818
-17.911
-10.229
27.547
-19.433
61.114
-41.334
31.659
-27.247
19.210
-20.963
2.075
-1.909
19.231
-10.737
3.206
-2.051
43.890
-17.630
22.868
-13.826
41.756
-14.914
26.589
-13.992
36.517
-14.596
16.571
-9.580
35.459
-11.905
19.217
-9.746
26.923
-15.031
28.207
-16.166
22.437
-12.788
25.177
-10.059
11.137
-6.383
24.548
-8.189
12.894
-6.501
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
5
10
3.970
6
11
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
1.257
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.456
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
3.456
-0.000
2.199
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
3.639
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.970
0.000
0.000
Max -ve
3.970
3:LOAD CASE DEAD
MaxLOAD
+ve
3.970
-0.000
0.000
Max -ve
3.639
-0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
3.639
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.639
-0.000
1.654
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.639
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.316
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
3.970
Max -ve
3.970
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.639
-0.000
1.323
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
0.000
Max -ve
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
2.647
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
3.970
Max -ve
3.970
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.970
-0.000
0.000
Max -ve
3.639
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.970
LOAD) -0.000
0.000
Max -ve
3.639
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.970
-0.000
0.000
Max -ve
3.639
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.639
-0.000
1.323
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
0.000
Max -ve
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.639
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
2.647
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
3.970
Max -ve
3.970
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.639
-0.000
1.654
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
0.000
Max -ve
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.639
0.000
0.000
Max -ve
0.000
-0.000
2.316
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
Max -ve
3.970
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.920
Max -ve
1.920
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
1.920
Max -ve
1.920
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
0.000
Page 19 of 115
Max Mz
(kNm)
32.870
-13.180
17.875
-10.678
30.990
-11.355
20.586
-10.795
17.905
-18.317
1.794
-2.060
20.969
-11.208
3.721
-2.241
43.987
-16.450
28.818
-14.703
45.341
-16.194
28.143
-14.437
36.163
-12.747
20.667
-10.220
37.190
-12.538
20.319
-9.954
29.357
-15.691
31.116
-17.036
24.690
-13.449
24.885
-8.768
13.856
-6.819
25.587
-8.611
13.636
-6.630
33.000
-12.470
22.243
-11.303
33.974
-12.291
21.751
-11.114
15.467
-23.899
2.587
-1.206
20.763
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
L/C
d
(m)
13
3.770
d
(m)
Max -ve
1.920
-0.000
1.920
LIVE
Max LOAD
+ve
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
1.920
-0.000
1.120
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.920
Max -ve
1.920
-0.000
0.640
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
0.000
Max -ve
1.920
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.920
Max -ve
1.920
-0.000
0.480
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.120
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.770
0.000
0.000
Max -ve
0.000
-0.000
3.770
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
3.456
0.000
0.000
Max -ve
0.000
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
1.571
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.770
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.770
-0.000
2.199
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.770
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.257
4:LOAD CASE
7
Max My
(kNm)
Page 20 of 115
Max Mz
(kNm)
-13.117
2.725
-1.764
2.379
-7.095
25.072
-14.036
50.177
-32.089
27.484
-19.210
3.661
-7.068
17.481
-9.219
42.586
-27.272
19.893
-14.392
29.068
-18.364
29.276
-18.563
23.488
-14.881
3.111
-5.284
11.601
-6.034
29.426
-18.852
13.314
-9.707
3.795
-5.558
19.907
-11.280
37.731
-24.099
21.620
-14.954
5.030
-5.481
0.891
-0.814
5.456
-3.225
0.866
-0.500
11.924
-4.890
7.568
-4.081
12.159
-4.402
7.708
-4.158
9.941
-3.955
Beam Maximum Moments Cont...
Beam
8
Node A
14
Length
(m)
3.970
L/C
d
(m)
Max My
(kNm)
d
(m)
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
2.513
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.770
Max -ve
3.770
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
1.257
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.770
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.885
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
2.513
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
3.770
Max -ve
3.770
-0.000
1.885
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.571
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.770
0.000
0.000
Max -ve
0.000
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.770
-0.000
2.199
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.770
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
3.639
0.000
3.970
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
0.000
Max -ve
3.970
-0.000
3.970
3:LOAD CASE DEAD
MaxLOAD
+ve
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.639
CHECK /0.000
FACTORED)3.970
Max -ve
0.000
-0.000
1.654
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
2.316
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
3.970
Max -ve
3.639
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.639
/ FACTORED)
0.000
3.970
Max -ve
0.000
-0.000
1.323
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
2.316
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
3.970
Max -ve
3.639
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.639
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.639
LOAD) 0.000
3.970
Page 21 of 115
Max Mz
(kNm)
5.574
-2.864
10.165
-3.428
5.725
-2.940
7.638
-4.515
7.657
-4.670
6.150
-3.725
6.845
-2.722
3.755
-1.908
7.014
-2.352
3.852
-1.962
9.027
-3.756
5.836
-3.197
9.095
-3.393
6.034
-3.252
4.898
-5.088
0.757
-0.871
6.434
-3.341
0.940
-0.545
13.089
-4.853
8.555
-4.338
12.886
-4.598
9.062
-4.224
10.688
-3.730
6.272
-3.063
10.602
-3.449
6.662
-2.950
9.008
-4.677
9.225
-4.880
7.374
-3.885
7.338
Beam Maximum Moments Cont...
Beam
9
Node A
15
Length
(m)
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.323
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
2.647
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
3.970
Max -ve
3.639
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.654
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
0.000
Max -ve
3.970
-0.000
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.970
-0.000
2.316
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
3.970
Max -ve
3.639
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
1.920
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.920
0.000
1.920
Max -ve
1.760
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)0.000
Max -ve
1.920
-0.000
1.280
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.760
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
1.920
Max -ve
1.920
-0.000
0.800
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.760
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
1.920
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
1.920
Max -ve
1.920
-0.000
0.640
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.760
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.440
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
Page 22 of 115
Max Mz
(kNm)
-2.563
4.214
-2.045
7.289
-2.367
4.479
-1.964
9.912
-3.723
6.665
-3.381
9.739
-3.537
7.053
-3.300
5.606
-6.892
0.925
-0.385
7.111
-5.565
0.823
-0.711
2.053
-2.134
8.560
-6.109
15.837
-12.639
9.330
-7.958
0.597
-1.522
6.015
-4.084
13.292
-10.614
6.785
-5.933
9.956
-7.791
9.850
-7.816
7.934
-6.276
0.641
-1.099
3.993
-2.683
9.160
-7.319
4.540
-3.995
2.218
-1.874
6.838
-4.909
12.005
-9.545
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
10
1
3.000
11
2
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
1.625
0.000
Max -ve
3.000
-1.868
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
42.263
3.000
Max -ve
3.000
-46.638
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
4.014
3.000
Max -ve
0.000
-3.534
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.675
3.000
Max -ve
0.000
-0.740
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /3.286
FACTORED)0.000
Max -ve
0.000
-2.986
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK37.652
/ FACTORED)
3.000
Max -ve
3.000
-41.484
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 7.022
/ FACTORED)
3.000
Max -ve
0.000
-6.236
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK51.792
/ FACTORED)
3.000
Max -ve
0.000
-46.874
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
1.745
0.000
Max -ve
0.000
-1.556
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
39.082
3.000
Max -ve
3.000
-43.025
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
5.480
3.000
Max -ve
0.000
-4.806
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
50.250
3.000
Max -ve
0.000
-45.444
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
5.619
3.000
Max -ve
0.000
-4.948
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
5.897
3.000
Max -ve
0.000
-5.425
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
4.689
3.000
Max -ve
0.000
-4.274
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.082
0.000
Max -ve
0.000
-0.967
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 27.886
3.000
Max -ve
3.000
-30.705
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 3.734
3.000
Max -ve
0.000
-3.274
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 35.521
3.000
Max -ve
0.000
-32.127
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.688
0.000
Max -ve
0.000
-2.380
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
26.473
3.000
Max -ve
3.000
-29.099
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.340
3.000
Max -ve
0.000
-4.688
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
37.127
3.000
Max -ve
0.000
-33.541
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.660
0.000
Max -ve
3.000
-0.747
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
37.638
3.000
Max -ve
3.000
-41.672
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
3.008
3.000
Max -ve
0.000
-1.770
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
1.322
3.000
Max -ve
0.000
-1.434
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /3.523
FACTORED)0.000
Max -ve
0.000
-2.181
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK34.797
/ FACTORED)
3.000
Page 23 of 115
Max Mz
(kNm)
7.384
-6.221
18.453
-27.764
2.534
-2.136
7.672
-6.493
1.414
-1.455
9.934
-17.851
12.448
-10.655
37.678
-26.972
7.380
-6.384
12.609
-20.859
9.439
-7.980
34.669
-24.297
4.371
-3.708
10.741
-9.091
11.469
-10.120
9.086
-7.948
9.206
-15.109
6.402
-5.412
24.316
-16.998
2.804
-2.380
6.608
-12.040
9.471
-8.010
27.385
-19.595
5.873
-4.977
39.290
-45.285
3.786
-3.586
0.546
-0.109
0.194
-0.143
39.087
-44.533
4.538
Beam Maximum Moments Cont...
Beam
12
Node A
3
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-37.402
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 5.017
/ FACTORED)
3.000
Max -ve
0.000
-3.501
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK45.942
/ FACTORED)
0.000
Max -ve
0.000
-40.479
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
1.959
0.000
Max -ve
0.000
-0.933
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
36.045
3.000
Max -ve
3.000
-38.965
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
3.454
3.000
Max -ve
0.000
-2.253
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
44.379
0.000
Max -ve
0.000
-39.231
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
4.211
3.000
Max -ve
0.000
-2.478
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
5.724
3.000
Max -ve
0.000
-4.418
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
4.329
3.000
Max -ve
0.000
-3.204
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.274
0.000
Max -ve
0.000
-0.593
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 25.661
3.000
Max -ve
3.000
-27.782
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.335
3.000
Max -ve
0.000
-1.531
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 31.392
0.000
Max -ve
0.000
-27.785
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.477
0.000
Max -ve
0.000
-1.301
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
24.953
3.000
Max -ve
3.000
-26.579
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.538
3.000
Max -ve
0.000
-2.238
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
32.595
0.000
Max -ve
0.000
-28.493
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.476
0.000
Max -ve
0.000
-0.405
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
34.221
3.000
Max -ve
3.000
-37.558
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
3.621
3.000
Max -ve
0.000
-2.423
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
1.372
3.000
Max -ve
0.000
-1.491
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /5.507
FACTORED)0.000
Max -ve
0.000
-4.057
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK30.569
/ FACTORED)
3.000
Max -ve
3.000
-32.527
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 4.555
/ FACTORED)
3.000
Max -ve
0.000
-3.247
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK42.589
/ FACTORED)
3.000
Max -ve
0.000
-37.873
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
3.734
0.000
Max -ve
0.000
-2.585
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
32.041
3.000
Max -ve
3.000
-34.299
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.783
3.000
Max -ve
0.000
-1.775
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
40.817
3.000
Max -ve
0.000
-36.401
0.000
Page 24 of 115
Max Mz
(kNm)
-3.789
46.038
-39.493
3.384
-3.033
39.192
-44.794
4.277
-3.685
45.777
-39.388
3.488
-3.294
0.765
-0.153
0.965
-0.360
0.740
-0.253
27.830
-31.825
3.016
-2.612
32.480
-27.962
2.481
-2.360
27.787
-31.606
3.234
-2.656
32.699
-28.005
2.437
-2.142
40.744
-47.682
1.075
-0.312
4.951
-6.807
0.223
-0.384
32.384
-41.629
7.127
-8.672
53.734
-49.105
4.978
-8.049
34.618
-43.226
5.531
-6.438
52.137
-46.871
3.381
-5.815
Beam Maximum Moments Cont...
Beam
13
Node A
4
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
5.069
3.000
Max -ve
0.000
-3.392
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
6.540
3.000
Max -ve
0.000
-5.292
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
4.993
3.000
Max -ve
0.000
-3.913
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.510
0.000
Max -ve
0.000
-1.741
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 22.843
3.000
Max -ve
3.000
-24.494
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.835
3.000
Max -ve
0.000
-1.166
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 28.839
3.000
Max -ve
0.000
-25.751
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.958
0.000
Max -ve
0.000
-2.710
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
21.874
3.000
Max -ve
3.000
-23.045
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.283
3.000
Max -ve
0.000
-2.135
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
30.287
3.000
Max -ve
0.000
-26.720
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
1.588
0.000
Max -ve
0.000
-1.404
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
31.395
3.000
Max -ve
3.000
-33.917
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
4.804
0.000
Max -ve
0.000
-4.389
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.744
0.000
Max -ve
0.000
-0.807
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /7.725
FACTORED)0.000
Max -ve
0.000
-7.075
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK25.724
/ FACTORED)
0.000
Max -ve
3.000
-27.781
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 4.549
/ FACTORED)
3.000
Max -ve
0.000
-4.266
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK40.054
/ FACTORED)
0.000
Max -ve
0.000
-37.066
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
5.911
0.000
Max -ve
0.000
-5.355
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
27.445
0.000
Max -ve
3.000
-29.594
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.735
3.000
Max -ve
0.000
-2.546
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
38.241
0.000
Max -ve
0.000
-35.346
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
6.725
0.000
Max -ve
0.000
-6.145
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
6.956
0.000
Max -ve
0.000
-6.558
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
5.548
0.000
Max -ve
0.000
-5.196
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 4.010
0.000
Max -ve
0.000
-3.631
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 19.657
0.000
Max -ve
3.000
-21.199
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.755
3.000
Max -ve
0.000
-1.637
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 26.963
0.000
Page 25 of 115
Max Mz
(kNm)
6.931
-9.530
6.298
-8.783
5.174
-7.191
24.844
-30.883
3.734
-4.305
36.824
-33.013
2.208
-3.863
22.122
-28.903
5.714
-7.028
38.805
-35.735
4.188
-6.586
22.441
-31.483
5.753
-5.979
14.823
-13.660
2.052
-1.892
41.255
-48.821
12.835
-11.584
14.146
-3.627
24.793
-23.091
35.782
-43.777
7.362
-6.540
19.189
-9.100
19.320
-18.047
20.753
-19.124
21.072
-19.418
16.876
-15.551
24.827
-30.549
4.649
-4.111
14.157
-7.039
13.139
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
14
5
3.000
15
6
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-24.924
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.931
0.000
Max -ve
0.000
-5.386
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
17.901
0.000
Max -ve
3.000
-19.278
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.676
3.000
Max -ve
0.000
-3.392
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
28.885
0.000
Max -ve
0.000
-26.680
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
1.146
0.000
Max -ve
3.000
-1.248
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
29.152
3.000
Max -ve
3.000
-31.845
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
6.442
3.000
Max -ve
0.000
-5.445
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
1.050
3.000
Max -ve
0.000
-0.830
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /7.006
FACTORED)0.000
Max -ve
0.000
-5.803
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK22.204
/ FACTORED)
3.000
Max -ve
3.000
-23.590
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 9.503
/ FACTORED)
3.000
Max -ve
0.000
-8.095
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK40.099
/ FACTORED)
3.000
Max -ve
0.000
-36.101
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
4.549
0.000
Max -ve
0.000
-3.754
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
24.252
3.000
Max -ve
3.000
-26.047
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
7.046
3.000
Max -ve
0.000
-6.046
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
37.642
3.000
Max -ve
0.000
-34.053
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
9.018
3.000
Max -ve
0.000
-7.623
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
9.409
3.000
Max -ve
0.000
-7.861
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
7.491
3.000
Max -ve
0.000
-6.275
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.979
0.000
Max -ve
0.000
-2.453
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 17.431
3.000
Max -ve
3.000
-18.745
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 4.751
3.000
Max -ve
0.000
-4.081
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 26.475
3.000
Max -ve
0.000
-23.965
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.555
0.000
Max -ve
0.000
-4.631
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
15.254
3.000
Max -ve
3.000
-16.168
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
7.328
3.000
Max -ve
0.000
-6.258
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
29.051
3.000
Max -ve
0.000
-26.143
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.459
0.000
Max -ve
3.000
-0.497
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
26.203
3.000
Max -ve
3.000
-28.720
0.000
Page 26 of 115
Max Mz
(kNm)
-12.281
30.757
-36.013
10.578
-9.575
8.693
-1.110
19.068
-17.745
14.169
-19.228
1.264
-1.250
9.975
-9.179
1.811
-1.588
2.360
-6.352
14.140
-13.060
32.103
-25.978
11.611
-10.559
5.907
-10.250
10.242
-9.512
28.205
-22.430
7.713
-7.011
13.965
-12.851
14.867
-13.556
11.786
-10.768
4.552
-7.667
6.883
-6.395
19.637
-15.568
5.087
-4.620
0.881
-3.677
10.872
-10.067
23.626
-19.239
9.077
-8.292
26.985
-30.302
2.215
-2.262
Beam Maximum Moments Cont...
Beam
16
Node A
7
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
5.006
3.000
Max -ve
0.000
-4.612
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
2.040
3.000
Max -ve
0.000
-1.620
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /6.531
FACTORED)0.000
Max -ve
0.000
-5.886
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK19.858
/ FACTORED)
3.000
Max -ve
3.000
-21.692
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 7.524
/ FACTORED)
3.000
Max -ve
0.000
-6.804
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK35.747
/ FACTORED)
0.000
Max -ve
0.000
-32.548
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
4.009
0.000
Max -ve
0.000
-3.692
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
22.052
3.000
Max -ve
3.000
-24.214
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
5.002
3.000
Max -ve
0.000
-4.610
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
33.225
0.000
Max -ve
0.000
-30.354
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
7.009
3.000
Max -ve
0.000
-6.457
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
9.272
3.000
Max -ve
0.000
-8.126
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
7.046
3.000
Max -ve
0.000
-6.232
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.651
0.000
Max -ve
0.000
-2.442
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 15.837
3.000
Max -ve
3.000
-17.387
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 3.356
3.000
Max -ve
0.000
-3.093
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 23.395
0.000
Max -ve
0.000
-21.372
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
4.654
0.000
Max -ve
0.000
-4.287
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
13.992
3.000
Max -ve
3.000
-15.384
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.359
3.000
Max -ve
0.000
-4.938
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
25.397
0.000
Max -ve
0.000
-23.217
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.330
0.000
Max -ve
0.000
-0.301
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
23.684
3.000
Max -ve
3.000
-25.802
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
5.356
3.000
Max -ve
0.000
-5.091
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
1.995
0.000
Max -ve
0.000
-1.618
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /7.755
FACTORED)0.000
Max -ve
0.000
-7.219
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK16.766
/ FACTORED)
3.000
Max -ve
3.000
-18.377
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 7.095
/ FACTORED)
3.000
Max -ve
0.000
-6.617
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK33.227
/ FACTORED)
Max -ve
0.000
-30.601
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
5.151
0.000
Page 27 of 115
Max Mz
(kNm)
1.054
-0.831
0.301
-0.272
25.852
-28.886
3.631
-3.395
31.717
-28.119
1.128
-0.800
26.238
-29.353
3.164
-3.009
31.250
-27.733
1.514
-1.267
1.476
-1.163
1.747
-1.433
1.355
-1.103
18.661
-20.882
2.205
-2.104
22.147
-19.658
1.107
-0.940
18.329
-20.460
2.627
-2.437
22.568
-19.991
0.775
-0.519
29.955
-32.947
0.485
-0.295
0.475
-1.729
0.178
-0.453
27.969
-32.603
0.829
-2.281
33.290
-31.941
-1.691
28.399
Beam Maximum Moments Cont...
Beam
17
Node A
8
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-4.882
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
19.102
3.000
Max -ve
3.000
-20.981
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
4.491
3.000
Max -ve
0.000
-4.281
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
30.623
Max -ve
0.000
-28.265
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
7.499
3.000
Max -ve
0.000
-7.127
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
9.619
Max -ve
0.000
-8.698
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
7.351
3.000
Max -ve
0.000
-6.709
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 3.448
0.000
Max -ve
0.000
-3.268
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 13.761
3.000
Max -ve
3.000
-15.106
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.980
3.000
Max -ve
0.000
-2.841
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 21.533
Max -ve
0.000
-19.870
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.591
0.000
Max -ve
0.000
-5.304
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
11.725
3.000
Max -ve
3.000
-12.963
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.122
3.000
Max -ve
0.000
-4.877
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
23.676
3.000
Max -ve
0.000
-21.906
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
1.017
0.000
Max -ve
0.000
-0.932
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
21.606
3.000
Max -ve
3.000
-23.550
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
6.581
0.000
Max -ve
0.000
-5.923
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.953
0.000
Max -ve
0.000
-0.814
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /9.391
FACTORED)0.000
Max -ve
0.000
-8.446
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK14.092
/ FACTORED)
0.000
Max -ve
3.000
-15.177
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 7.356
/ FACTORED)
3.000
Max -ve
0.000
-6.583
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK31.924
/ FACTORED)
0.000
Max -ve
0.000
-29.120
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
6.940
0.000
Max -ve
0.000
-6.262
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
16.275
0.000
Max -ve
3.000
-17.627
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
4.906
3.000
Max -ve
0.000
-4.399
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
29.473
0.000
Max -ve
0.000
-26.937
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
9.213
0.000
Max -ve
0.000
-8.292
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
9.422
0.000
Max -ve
0.000
-8.409
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
7.534
0.000
Max -ve
0.000
-6.737
3.000
Page 28 of 115
Max Mz
(kNm)
-32.520
0.912
-1.851
33.374
-31.512
-1.261
0.665
-2.421
-1.790
0.022
-1.551
20.231
-23.107
0.629
-1.247
23.677
-22.306
-0.828
19.539
-22.918
0.819
-1.939
23.867
-22.998
0.130
-1.520
16.966
-21.304
3.392
-3.643
12.118
-11.270
1.649
-1.554
32.332
-35.604
11.723
-10.909
7.003
-1.600
19.009
-17.692
27.872
-31.446
7.263
-6.751
11.161
-6.060
14.549
-13.534
16.965
-15.778
17.180
-16.009
13.767
-12.823
Beam Maximum Moments Cont...
Beam
18
Node A
9
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 4.671
0.000
Max -ve
0.000
-4.215
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 11.787
0.000
Max -ve
3.000
-12.772
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 3.226
3.000
Max -ve
0.000
-2.892
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 20.669
0.000
Max -ve
0.000
-18.894
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
7.303
0.000
Max -ve
0.000
-6.584
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
9.417
0.000
Max -ve
3.000
-10.140
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
5.859
3.000
Max -ve
0.000
-5.262
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
23.302
0.000
Max -ve
0.000
-21.263
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.346
0.000
Max -ve
3.000
-0.404
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
8.647
3.000
Max -ve
3.000
-10.146
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
2.090
3.000
Max -ve
0.000
-2.043
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.296
3.000
Max -ve
0.000
-0.322
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /2.252
FACTORED)3.000
Max -ve
0.000
-2.266
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 6.034
/ FACTORED)
3.000
Max -ve
3.000
-7.490
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 3.060
/ FACTORED)
3.000
Max -ve
0.000
-2.959
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK12.802
/ FACTORED)
3.000
Max -ve
0.000
-11.259
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
1.477
Max -ve
0.000
-1.492
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
6.808
3.000
Max -ve
3.000
-8.264
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.285
3.000
Max -ve
0.000
-2.185
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
12.027
3.000
Max -ve
0.000
-10.485
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
2.926
3.000
Max -ve
0.000
-2.860
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
2.981
3.000
Max -ve
0.000
-2.967
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
2.386
3.000
Max -ve
0.000
-2.365
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 0.967
Max -ve
0.000
-0.980
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 4.913
3.000
Max -ve
3.000
-5.949
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.541
3.000
Max -ve
0.000
-1.471
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 8.458
3.000
Max -ve
0.000
-7.365
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
1.804
3.000
Max -ve
0.000
-1.797
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
4.096
3.000
Max -ve
3.000
-5.113
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.377
3.000
Page 29 of 115
Max Mz
(kNm)
19.317
-21.887
4.684
-4.354
8.364
-4.775
9.857
-9.170
24.164
-26.395
9.531
-8.862
3.856
14.705
-13.678
1.682
-5.454
1.076
-1.084
5.230
-6.156
0.870
-1.122
1.257
-6.266
7.787
-9.031
12.166
-9.630
5.635
-6.864
-3.858
5.783
-6.623
10.162
-7.222
3.632
-4.456
7.323
-8.618
7.668
-9.182
6.100
-7.278
-2.499
3.902
-4.463
7.011
-4.887
2.374
-2.924
1.358
-4.961
5.994
-6.925
9.103
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
19
10
3.000
20
11
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-2.289
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
9.294
3.000
Max -ve
0.000
-8.182
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.167
0.000
Max -ve
3.000
-0.187
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
7.271
3.000
Max -ve
3.000
-8.671
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
2.916
3.000
Max -ve
0.000
-2.253
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.604
3.000
Max -ve
0.000
-0.669
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /3.614
FACTORED)0.000
Max -ve
0.000
-2.870
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 4.233
/ FACTORED)
3.000
Max -ve
3.000
-4.871
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 3.988
/ FACTORED)
3.000
Max -ve
0.000
-3.205
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK12.472
/ FACTORED)
0.000
Max -ve
0.000
-10.308
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
2.437
0.000
Max -ve
0.000
-1.860
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
5.244
3.000
Max -ve
3.000
-6.047
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.811
3.000
Max -ve
0.000
-2.195
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
11.296
0.000
Max -ve
0.000
-9.298
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
4.082
3.000
Max -ve
0.000
-3.154
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
4.465
3.000
Max -ve
0.000
-3.773
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
3.519
3.000
Max -ve
0.000
-2.921
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.617
0.000
Max -ve
0.000
-1.233
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 3.811
3.000
Max -ve
3.000
-4.407
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.882
3.000
Max -ve
0.000
-1.470
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 7.906
0.000
Max -ve
0.000
-6.514
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.783
0.000
Max -ve
0.000
-2.134
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
2.910
3.000
Max -ve
3.000
-3.241
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.049
3.000
Max -ve
0.000
-2.371
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
9.073
0.000
Max -ve
0.000
-7.415
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.054
0.000
Max -ve
0.000
-0.032
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
5.844
3.000
Max -ve
3.000
-7.111
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
3.050
3.000
Max -ve
0.000
-2.466
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.599
0.000
Max -ve
0.000
-0.668
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /4.013
FACTORED)0.000
Max -ve
0.000
-3.325
3.000
Page 30 of 115
Max Mz
(kNm)
-7.350
4.467
-5.386
7.185
-10.097
1.710
-1.698
0.691
-0.703
0.200
-0.216
6.233
-9.168
2.639
-2.650
11.027
-8.136
0.747
-0.781
6.552
-9.475
2.332
-2.331
10.720
-7.817
1.066
-1.088
0.968
-0.984
1.149
-1.189
0.891
-0.919
4.679
-6.755
1.629
-1.628
7.584
-5.523
0.784
-0.799
4.398
-6.478
1.905
-1.909
7.860
-5.804
0.503
-0.523
8.793
-11.756
0.693
-0.687
0.705
-0.035
0.293
-0.113
8.898
-10.966
Beam Maximum Moments Cont...
Beam
21
Node A
12
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 2.551
/ FACTORED)
3.000
Max -ve
3.000
-3.152
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 3.905
/ FACTORED)
3.000
Max -ve
0.000
-3.260
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK11.070
/ FACTORED)
0.000
Max -ve
0.000
-9.136
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
2.799
0.000
Max -ve
0.000
-2.251
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
3.625
3.000
Max -ve
3.000
-4.366
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.691
3.000
Max -ve
0.000
-2.186
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
9.855
0.000
Max -ve
0.000
-8.063
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
4.270
3.000
Max -ve
0.000
-3.452
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
4.617
3.000
Max -ve
0.000
-4.027
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
3.648
3.000
Max -ve
0.000
-3.133
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.868
0.000
Max -ve
0.000
-1.502
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 2.670
3.000
Max -ve
3.000
-3.219
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.792
3.000
Max -ve
0.000
-1.456
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 6.878
0.000
Max -ve
0.000
-5.628
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.088
0.000
Max -ve
0.000
-2.489
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
1.683
3.000
Max -ve
3.000
-1.999
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.012
3.000
Max -ve
0.000
-2.442
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
8.098
0.000
Max -ve
0.000
-6.615
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.251
0.000
Max -ve
0.000
-0.191
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
4.884
3.000
Max -ve
3.000
-6.208
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
2.377
0.000
Max -ve
0.000
-2.482
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.309
0.000
Max -ve
0.000
-0.346
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /3.258
FACTORED)0.000
Max -ve
0.000
-3.342
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 1.733
/ FACTORED)
0.000
Max -ve
3.000
-3.202
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 2.756
/ FACTORED)
0.000
Max -ve
0.000
-2.960
3.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 9.215
/ FACTORED)
0.000
Max -ve
0.000
-8.035
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
2.390
0.000
Max -ve
0.000
-2.424
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.651
0.000
Max -ve
3.000
-4.069
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
1.888
0.000
Max -ve
0.000
-2.043
3.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
8.348
0.000
Page 31 of 115
Max Mz
(kNm)
1.483
-0.582
12.545
-8.688
0.791
8.762
-11.121
1.328
-0.718
12.390
-8.824
0.655
-0.059
0.987
-0.049
0.665
0.592
6.222
-7.923
0.915
-0.509
8.769
-6.264
0.467
-0.069
6.208
-7.641
1.197
-0.522
9.051
-6.278
0.453
2.468
-6.078
2.347
-2.345
7.157
-7.202
0.975
-0.985
11.543
-15.213
6.730
-6.788
6.607
-3.057
11.421
-11.482
8.909
-12.560
4.096
-4.135
3.973
-0.404
8.786
Beam Maximum Moments Cont...
Beam
22
Node A
21
Length
(m)
3.770
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-7.118
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
3.328
0.000
Max -ve
0.000
-3.474
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
3.346
0.000
Max -ve
0.000
-3.531
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
2.686
0.000
Max -ve
0.000
-2.828
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.604
0.000
Max -ve
0.000
-1.625
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 1.979
0.000
Max -ve
3.000
-2.982
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.248
0.000
Max -ve
0.000
-1.354
3.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 5.834
0.000
Max -ve
0.000
-4.957
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.555
0.000
Max -ve
0.000
-2.617
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.986
0.000
Max -ve
3.000
-2.031
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.199
0.000
Max -ve
0.000
-2.346
3.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
6.785
0.000
Max -ve
0.000
-5.949
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.770
Max -ve
3.770
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.770
0.000
3.770
Max -ve
3.456
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
0.000
0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.770
Max -ve
3.770
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.770
Max -ve
3.770
-0.000
0.942
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.770
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.456
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.770
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.827
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.770
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.770
Max -ve
3.770
-0.000
0.314
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
3.770
Max -ve
3.456
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
3.142
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
0.000
Max -ve
3.770
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
0.000
0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.770
Max -ve
3.770
-0.000
0.314
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.770
LOAD) 0.000
3.770
Max -ve
3.456
-0.000
1.571
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.770
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
3.456
Page 32 of 115
Max Mz
(kNm)
-8.829
10.019
-10.083
10.147
-10.218
8.131
-8.187
6.046
-8.637
2.629
-2.655
2.542
-0.006
5.959
-5.987
8.909
-11.517
5.491
-5.536
5.405
-2.887
8.822
-8.868
39.387
-43.541
2.989
-3.311
20.554
-11.520
3.170
-2.054
65.636
-28.373
29.238
-15.012
64.900
-21.774
24.670
-14.690
57.885
-29.174
21.487
-10.529
58.450
-22.054
18.220
-10.207
28.775
-16.127
29.736
-17.111
23.724
-13.574
40.297
-21.037
14.454
-7.045
40.854
-16.093
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
23
22
3.970
24
23
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
0.000
Max -ve
3.770
-0.000
1.885
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.770
-0.000
0.942
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.770
0.000
3.770
Max -ve
3.456
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.770
0.000
0.000
Max -ve
0.000
-0.000
2.827
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
0.000
Max -ve
3.770
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
3.970
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
3.970
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.639
0.000
3.970
Max -ve
0.000
0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.970
Max -ve
3.639
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.970
-0.000
1.323
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
3.970
Max -ve
0.000
-0.000
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.970
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.647
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.639
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
0.992
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
3.970
Max -ve
0.000
-0.000
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
2.977
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.639
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
0.000
0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.639
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
0.662
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
3.970
Max -ve
0.000
-0.000
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.970
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
3.308
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.639
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.970
-0.000
1.323
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
3.970
Max -ve
0.000
-0.000
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.970
0.000
0.000
Max -ve
0.000
-0.000
2.647
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.639
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
0.000
Page 33 of 115
Max Mz
(kNm)
12.290
-6.797
48.518
-20.604
22.676
-11.634
47.480
-15.660
18.917
-11.405
34.955
-35.601
3.653
-2.997
23.439
-11.276
3.799
-2.161
64.981
-21.829
33.678
-14.284
63.055
-20.325
30.450
-14.940
56.050
-20.422
24.747
-9.820
54.858
-18.857
22.253
-10.476
32.814
-15.786
34.204
-16.989
27.237
-13.437
38.881
-14.646
16.657
-6.533
38.114
-13.370
14.965
-6.999
48.257
-16.120
26.032
-11.043
46.673
-14.980
23.523
-11.509
24.171
-43.717
3.330
Beam Maximum Moments Cont...
Beam
25
Node A
25
Length
(m)
3.770
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
1.760
-0.000
1.920
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)
Max -ve
0.000
-0.000
0.960
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.760
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
1.920
Max -ve
0.000
-0.000
0.160
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.760
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
1.920
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.760
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
Max -ve
0.000
-0.000
1.280
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
3.770
Max -ve
3.456
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.770
-0.000
3.770
Max -ve
3.456
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
3.770
0.000
3.770
Max -ve
3.456
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
1.257
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.456
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
3.456
-0.000
2.199
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
3.770
Max -ve
0.000
-0.000
1.885
Page 34 of 115
Max Mz
(kNm)
-6.083
30.785
-24.608
3.930
-3.346
-14.086
42.236
-37.286
82.623
-55.373
35.577
-25.119
2.024
-16.222
31.036
-28.230
71.423
-46.318
24.376
-16.063
43.098
-34.451
43.230
-34.883
34.715
-27.954
2.397
-12.568
20.835
-19.084
49.510
-31.926
16.107
-10.445
-10.783
33.149
-28.927
61.823
-41.769
28.420
-20.288
20.004
-21.831
2.128
-2.313
19.579
-10.752
3.254
-2.053
45.126
-18.118
27.250
-14.022
42.141
-14.959
22.994
-13.837
Beam Maximum Moments Cont...
Beam
26
Node A
26
Length
(m)
3.970
L/C
d
(m)
Max My
(kNm)
d
(m)
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.257
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.770
Max -ve
3.456
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
3.456
-0.000
2.513
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.770
-0.000
3.770
Max -ve
3.456
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.770
LOAD)
0.000
3.770
Max -ve
3.456
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.770
0.000
3.770
Max -ve
3.456
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
0.942
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
3.770
Max -ve
3.456
-0.000
1.885
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
3.456
-0.000
2.513
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.885
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
1.257
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.456
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
3.456
-0.000
2.199
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
3.639
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.970
0.000
3.970
Max -ve
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.970
-0.000
3.970
Max -ve
3.639
-0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
3.639
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.639
-0.000
1.654
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
3.970
Max -ve
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.639
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
2.316
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
3.970
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.639
-0.000
1.323
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
3.970
Max -ve
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
2.647
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
3.970
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.970
-0.000
3.970
Max -ve
3.639
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.970
LOAD) -0.000
0.000
Max -ve
3.639
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.970
-0.000
0.000
Page 35 of 115
Max Mz
(kNm)
37.626
-15.033
19.749
-9.770
35.984
-12.050
16.466
-9.585
27.411
-15.053
28.702
-16.188
22.833
-12.806
25.951
-10.491
13.258
-6.517
24.935
-8.296
11.077
-6.386
33.782
-13.540
21.090
-10.818
31.226
-11.383
18.068
-10.687
18.798
-19.089
2.316
-2.009
20.712
-11.166
3.674
-2.235
45.419
-16.556
28.937
-14.364
45.680
-16.260
28.600
-14.671
37.439
-13.040
20.956
-9.897
37.655
-12.724
20.575
-10.203
28.997
-15.633
30.633
-16.976
24.303
Beam Maximum Moments Cont...
Beam
27
Node A
27
Length
(m)
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.639
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.639
-0.000
1.323
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
3.970
Max -ve
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.639
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
2.647
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
3.970
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.639
-0.000
1.654
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
3.970
Max -ve
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.639
0.000
0.000
Max -ve
0.000
-0.000
2.316
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
3.970
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.920
Max -ve
1.920
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
1.920
-0.000
1.120
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.920
Max -ve
1.920
-0.000
0.640
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
0.000
Max -ve
1.920
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.920
Max -ve
1.920
-0.000
0.640
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.280
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
Page 36 of 115
Max Mz
(kNm)
-13.402
25.774
-8.974
14.071
-6.591
25.930
-8.750
13.804
-6.809
34.059
-12.548
22.356
-11.058
34.182
-12.327
22.055
-11.275
14.567
-23.340
1.421
-2.876
21.342
-13.646
2.805
-1.837
3.673
-7.473
28.433
-20.170
50.352
-31.862
25.592
-14.419
2.286
-6.806
20.628
-15.157
42.547
-26.849
17.787
-9.406
29.879
-19.105
30.098
-19.315
24.147
-15.484
2.155
-5.001
13.814
-10.230
29.376
-18.531
11.796
-6.146
4.771
-5.961
22.350
-15.688
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
28
29
3.770
29
30
3.970
L/C
d
(m)
Max My
(kNm)
d
(m)
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.770
0.000
3.770
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
3.456
0.000
0.000
Max -ve
0.000
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
1.571
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.770
CHECK 0.000
/ FACTORED)
3.770
Max -ve
0.000
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.770
-0.000
2.199
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.770
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.257
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.770
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
2.513
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.770
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
1.257
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.770
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
1.885
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
2.513
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.770
-0.000
1.885
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.571
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.770
0.000
3.770
Max -ve
0.000
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.770
-0.000
2.199
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.770
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
3.639
0.000
3.970
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
3.970
Max -ve
3.970
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.639
CHECK /0.000
FACTORED)3.970
Page 37 of 115
Max Mz
(kNm)
37.913
-23.989
20.333
-11.605
5.302
-5.778
0.982
-1.077
5.705
-3.237
0.829
-0.502
12.511
-5.021
8.191
-4.183
12.107
-4.398
7.407
-4.088
10.436
-4.152
6.116
-2.961
10.214
-3.444
5.514
-2.866
7.987
-4.532
8.010
-4.688
6.432
-3.739
7.187
-2.858
4.120
-1.976
7.060
-2.365
3.722
-1.909
9.469
-3.854
6.402
-3.271
9.032
-3.387
5.694
-3.204
5.212
-5.354
1.033
-0.906
6.687
-3.326
0.974
-0.543
13.724
Beam Maximum Moments Cont...
Beam
30
Node A
31
Length
(m)
1.920
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.654
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
3.970
Max -ve
3.970
-0.000
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
2.316
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.639
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.639
/ FACTORED)
0.000
3.970
Max -ve
0.000
-0.000
1.323
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
2.647
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
0.000
Max -ve
3.639
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.639
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.639
LOAD) 0.000
3.970
Max -ve
0.000
-0.000
1.323
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
2.647
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
0.000
Max -ve
3.639
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.654
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.970
-0.000
2.316
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
0.000
Max -ve
3.639
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
1.920
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)0.000
Max -ve
1.920
-0.000
1.440
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.760
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
1.920
Max -ve
1.920
-0.000
0.800
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
1.760
-0.000
1.920
Page 38 of 115
Max Mz
(kNm)
-4.909
9.545
-4.199
12.868
-4.602
8.421
-4.326
11.230
-3.861
7.051
-2.930
10.667
-3.485
6.219
-3.057
9.362
-4.656
9.583
-4.860
7.661
-3.869
7.713
-2.654
4.746
-1.950
7.343
-2.396
4.186
-2.041
10.388
-3.765
7.420
-3.281
9.705
-3.534
6.547
-3.371
5.365
-6.645
0.361
-0.892
7.187
-5.520
0.834
-0.706
2.396
-2.159
9.402
-7.869
15.686
-12.342
8.681
-6.085
0.397
-1.422
6.829
-5.860
13.113
-10.333
Beam Maximum Moments Cont...
Beam
31
Node A
17
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.760
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
1.920
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
1.920
Max -ve
1.920
-0.000
0.800
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.760
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.600
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
1.760
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.760
0.000
0.000
Max -ve
1.920
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
1.625
0.000
Max -ve
3.000
-1.868
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
42.262
0.000
Max -ve
3.000
-46.637
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
3.938
3.000
Max -ve
3.000
-4.423
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.798
3.000
Max -ve
3.000
-0.736
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /6.750
FACTORED)0.000
Max -ve
3.000
-7.544
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK47.387
/ FACTORED)
3.000
Max -ve
3.000
-52.313
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 3.500
/ FACTORED)
3.000
Max -ve
3.000
-3.808
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK40.962
/ FACTORED)
3.000
Max -ve
0.000
-37.138
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
5.169
0.000
Max -ve
3.000
-5.849
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
45.807
3.000
Max -ve
3.000
-50.618
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
1.919
3.000
Max -ve
3.000
-2.113
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
42.656
3.000
Max -ve
0.000
-38.718
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
5.514
3.000
Max -ve
3.000
-6.193
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
6.002
3.000
Max -ve
3.000
-6.485
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
4.736
3.000
Max -ve
3.000
-5.159
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 3.517
0.000
Max -ve
3.000
-3.980
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 32.369
3.000
Max -ve
3.000
-35.766
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.209
3.000
Page 39 of 115
Max Mz
(kNm)
6.108
-4.076
10.062
-7.728
9.959
-7.754
8.021
-6.226
0.497
-1.019
4.568
-3.945
9.030
-7.121
4.056
-2.679
2.469
-1.917
7.443
-6.153
11.905
-9.329
6.931
-4.887
19.236
-28.907
2.292
-2.774
7.476
-6.315
1.383
-1.430
10.943
-19.245
6.889
-6.001
38.570
-27.530
12.436
-10.585
13.553
-22.179
3.955
-3.392
35.636
-24.920
9.502
-7.976
10.466
-8.842
11.184
-9.866
8.859
-7.745
9.869
-16.039
2.516
-2.162
25.010
Beam Maximum Moments Cont...
Beam
32
33
Node A
18
19
Length
(m)
3.000
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-1.328
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 30.459
3.000
Max -ve
0.000
-27.643
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
5.092
0.000
Max -ve
3.000
-5.749
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
33.945
3.000
Max -ve
3.000
-37.536
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.785
3.000
Max -ve
3.000
-3.097
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
28.689
3.000
Max -ve
0.000
-26.068
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.661
0.000
Max -ve
3.000
-0.748
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
37.627
0.000
Max -ve
3.000
-41.664
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
1.818
3.000
Max -ve
3.000
-3.063
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.438
3.000
Max -ve
3.000
-1.325
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /3.561
FACTORED)0.000
Max -ve
3.000
-5.086
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK40.528
/ FACTORED)
0.000
Max -ve
3.000
-46.002
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.240
/ FACTORED)
3.000
Max -ve
3.000
-3.590
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK37.326
/ FACTORED)
3.000
Max -ve
0.000
-34.726
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
2.297
0.000
Max -ve
3.000
-3.504
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
39.263
0.000
Max -ve
3.000
-44.421
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.976
3.000
Max -ve
3.000
-2.009
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
38.908
3.000
Max -ve
0.000
-35.991
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
2.545
3.000
Max -ve
3.000
-4.288
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
4.483
3.000
Max -ve
3.000
-5.796
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
3.256
3.000
Max -ve
3.000
-4.388
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.560
0.000
Max -ve
3.000
-2.369
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 27.806
0.000
Max -ve
3.000
-31.419
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.622
3.000
Max -ve
3.000
-1.307
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 27.744
3.000
Max -ve
0.000
-25.624
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.287
0.000
Max -ve
3.000
-3.594
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
28.533
0.000
Max -ve
3.000
-32.644
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.349
3.000
Max -ve
3.000
-2.532
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
26.519
3.000
Max -ve
0.000
-24.897
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.467
0.000
Max -ve
0.000
-0.393
3.000
Page 40 of 115
Max Mz
(kNm)
-17.447
6.455
-5.417
7.342
-13.048
5.507
-4.688
28.000
-19.973
9.445
-7.943
40.799
-47.033
3.899
-4.148
0.235
0.145
-0.098
40.986
-46.679
4.087
-3.793
47.388
-40.611
4.502
-3.712
40.976
-46.822
4.077
-3.936
47.245
-40.621
4.359
-3.722
0.329
0.514
0.380
29.085
-33.253
2.887
-2.804
33.535
-28.849
3.086
-2.650
29.164
-33.159
2.966
-2.710
33.628
-28.770
3.180
-2.572
41.421
-48.601
Beam Maximum Moments Cont...
Beam
34
Node A
20
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
33.982
0.000
Max -ve
3.000
-37.385
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.006
3.000
Max -ve
3.000
-3.207
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.425
3.000
Max -ve
3.000
-1.303
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /2.726
FACTORED)0.000
Max -ve
3.000
-4.032
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK37.101
/ FACTORED)
3.000
Max -ve
3.000
-41.884
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 3.512
/ FACTORED)
3.000
Max -ve
3.000
-4.967
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK32.885
/ FACTORED)
3.000
Max -ve
0.000
-30.863
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
1.412
0.000
Max -ve
3.000
-2.419
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
35.787
3.000
Max -ve
3.000
-40.271
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.198
3.000
Max -ve
3.000
-3.354
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
34.498
3.000
Max -ve
0.000
-32.177
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
2.808
3.000
Max -ve
3.000
-4.490
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
4.687
3.000
Max -ve
3.000
-5.933
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
3.431
3.000
Max -ve
3.000
-4.510
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.924
0.000
Max -ve
3.000
-1.592
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 25.330
3.000
Max -ve
3.000
-28.467
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.482
3.000
Max -ve
3.000
-2.256
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 24.619
3.000
Max -ve
0.000
-22.924
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.727
0.000
Max -ve
3.000
-2.875
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
26.133
3.000
Max -ve
3.000
-29.750
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.284
3.000
Max -ve
3.000
-3.539
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
23.336
3.000
Max -ve
0.000
-22.122
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
22.045
0.000
Max -ve
3.000
-26.221
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
5.357
3.000
Max -ve
3.000
-5.068
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
12.357
3.000
Max -ve
3.000
-11.484
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.715
3.000
Max -ve
3.000
-1.592
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /
37.731
FACTORED)3.000
Max -ve
3.000
-40.797
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK21.043
/ FACTORED)
3.000
Max -ve
3.000
-19.644
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK11.645
/ FACTORED)
3.000
Max -ve
0.000
-6.360
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK10.328
/ FACTORED)
0.000
Page 41 of 115
Max Mz
(kNm)
0.321
-1.137
5.231
-7.086
0.256
-0.419
32.707
-42.196
5.268
-8.393
55.006
-50.134
7.541
-9.034
35.043
-43.893
3.571
-6.057
53.309
-47.799
5.844
-6.698
7.323
-9.921
6.686
-9.175
5.487
-7.506
25.157
-31.368
2.332
-4.024
37.645
-33.661
3.945
-4.480
22.322
-29.276
4.424
-6.859
39.738
-36.495
6.038
-7.314
1.275
-1.859
40.085
-31.509
5.237
-4.654
0.790
-0.890
4.820
-4.755
46.764
-37.539
8.539
-7.305
25.480
Beam Maximum Moments Cont...
Beam
35
Node A
21
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-9.509
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
33.166
3.000
Max -ve
3.000
-36.556
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
16.478
3.000
Max -ve
3.000
-15.403
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
15.886
3.000
Max -ve
0.000
-10.924
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
5.764
0.000
Max -ve
3.000
-5.267
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
17.299
3.000
Max -ve
3.000
-16.077
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD) 17.572
3.000
Max -ve
3.000
-16.328
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
14.072
3.000
Max -ve
3.000
-13.076
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 23.066
3.000
Max -ve
3.000
-25.507
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 11.218
3.000
Max -ve
3.000
-10.488
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 11.727
3.000
Max -ve
0.000
-8.238
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 3.610
0.000
Max -ve
3.000
-3.292
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
28.009
3.000
Max -ve
3.000
-30.101
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
16.160
3.000
Max -ve
3.000
-15.082
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
7.134
3.000
Max -ve
0.000
-3.296
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
8.553
0.000
Max -ve
3.000
-7.885
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
1.146
0.000
Max -ve
3.000
-1.248
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
29.152
0.000
Max -ve
3.000
-31.845
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
5.759
3.000
Max -ve
3.000
-6.679
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.872
3.000
Max -ve
3.000
-1.082
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /8.492
FACTORED)0.000
Max -ve
3.000
-9.804
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK36.499
/ FACTORED)
3.000
Max -ve
3.000
-40.401
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 6.200
/ FACTORED)
3.000
Max -ve
3.000
-7.308
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK23.289
/ FACTORED)
3.000
Max -ve
0.000
-21.806
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
6.329
0.000
Max -ve
3.000
-7.260
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
34.335
3.000
Max -ve
3.000
-37.856
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
4.037
3.000
Max -ve
3.000
-4.763
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
25.834
3.000
Max -ve
0.000
-23.970
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
8.062
3.000
Max -ve
3.000
-9.351
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
8.306
3.000
Max -ve
3.000
-9.746
0.000
Page 42 of 115
Max Mz
(kNm)
-33.405
2.854
-2.913
44.798
-35.698
6.573
-5.463
27.321
-35.371
7.332
-6.515
7.548
-7.009
6.027
-5.544
1.822
-1.887
31.603
-25.164
4.463
-3.698
19.579
-25.318
3.917
-3.748
33.697
-27.025
6.558
-5.559
17.718
-23.223
14.796
-19.934
1.256
-1.218
9.998
-9.061
1.814
-1.573
3.136
-7.030
11.686
-10.404
32.838
-26.456
14.122
-12.916
6.641
-10.936
7.780
-6.900
28.932
-22.951
10.216
-9.411
13.997
-12.686
14.899
-13.390
Beam Maximum Moments Cont...
Beam
36
Node A
22
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
6.631
3.000
Max -ve
3.000
-7.761
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 4.269
0.000
Max -ve
3.000
-4.894
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 24.153
3.000
Max -ve
3.000
-26.617
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 2.641
3.000
Max -ve
3.000
-3.121
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 18.602
3.000
Max -ve
0.000
-17.243
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
6.572
0.000
Max -ve
3.000
-7.565
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
26.457
3.000
Max -ve
3.000
-29.289
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.945
3.000
Max -ve
3.000
-5.793
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
15.931
3.000
Max -ve
0.000
-14.940
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.459
0.000
Max -ve
3.000
-0.497
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
26.201
0.000
Max -ve
3.000
-28.720
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
4.600
3.000
Max -ve
3.000
-4.997
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.618
3.000
Max -ve
3.000
-2.038
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /6.788
FACTORED)0.000
Max -ve
3.000
-7.512
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK32.530
/ FACTORED)
0.000
Max -ve
3.000
-35.735
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 5.870
/ FACTORED)
3.000
Max -ve
3.000
-6.519
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK21.704
/ FACTORED)
3.000
Max -ve
0.000
-19.872
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
4.599
0.000
Max -ve
3.000
-4.994
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
30.341
0.000
Max -ve
3.000
-33.217
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
3.681
3.000
Max -ve
3.000
-4.001
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
24.222
3.000
Max -ve
0.000
-22.061
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
6.440
3.000
Max -ve
3.000
-6.996
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
8.109
3.000
Max -ve
3.000
-9.258
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
6.218
3.000
Max -ve
3.000
-7.035
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 3.086
0.000
Max -ve
3.000
-3.351
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 21.363
0.000
Max -ve
3.000
-23.389
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 2.434
3.000
Max -ve
3.000
-2.646
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 17.393
3.000
Max -ve
0.000
-15.843
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.926
0.000
Max -ve
3.000
-5.350
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
23.203
0.000
Page 43 of 115
Max Mz
(kNm)
11.811
-10.634
5.069
-8.155
5.134
-4.545
20.152
-15.942
6.864
-6.328
1.444
-4.156
9.133
-8.170
24.151
-19.567
10.863
-9.953
28.074
-31.435
2.361
-2.267
0.928
-0.588
0.283
-0.239
27.249
-30.180
1.536
-1.012
32.690
-28.899
3.522
-3.186
27.545
-30.600
1.832
-1.432
32.270
-28.603
3.102
-2.890
1.299
-0.823
1.567
-1.088
1.211
-0.827
19.580
-21.762
1.323
-1.053
22.875
-20.285
2.166
-2.029
19.345
-21.391
1.088
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
37
23
3.000
38
24
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-25.388
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.274
3.000
Max -ve
3.000
-4.644
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
15.394
3.000
Max -ve
0.000
-14.003
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.328
0.000
Max -ve
0.000
-0.298
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
23.610
0.000
Max -ve
3.000
-25.767
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
4.641
3.000
Max -ve
3.000
-5.001
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.558
0.000
Max -ve
3.000
-1.945
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /6.051
FACTORED)0.000
Max -ve
3.000
-6.646
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK29.959
/ FACTORED)
3.000
Max -ve
3.000
-32.741
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 6.646
/ FACTORED)
3.000
Max -ve
3.000
-7.303
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK18.793
/ FACTORED)
3.000
Max -ve
0.000
-17.262
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
3.879
0.000
Max -ve
3.000
-4.173
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
27.787
3.000
Max -ve
3.000
-30.268
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
4.475
3.000
Max -ve
3.000
-4.830
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
21.266
3.000
Max -ve
0.000
-19.433
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
6.498
3.000
Max -ve
3.000
-7.002
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
8.062
3.000
Max -ve
3.000
-9.114
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
6.199
3.000
Max -ve
3.000
-6.947
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 2.573
0.000
Max -ve
3.000
-2.768
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 19.548
3.000
Max -ve
3.000
-21.295
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 2.996
3.000
Max -ve
3.000
-3.234
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 15.294
3.000
Max -ve
0.000
-13.978
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.430
0.000
Max -ve
3.000
-4.768
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
21.405
3.000
Max -ve
3.000
-23.296
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.853
3.000
Max -ve
3.000
-5.235
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
13.293
3.000
Max -ve
0.000
-12.122
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
16.336
0.000
Max -ve
3.000
-18.542
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
3.651
3.000
Max -ve
3.000
-3.620
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
10.902
3.000
Max -ve
3.000
-10.951
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.487
3.000
Max -ve
3.000
-1.506
0.000
Page 44 of 115
Max Mz
(kNm)
-0.682
23.246
-20.520
2.538
-2.264
30.262
-33.345
0.119
-0.286
0.862
-2.043
0.134
-0.400
27.878
-32.510
0.549
-2.265
34.180
-32.647
1.121
-2.504
28.424
-32.569
0.490
-1.719
34.122
-32.101
1.062
-1.958
1.207
-2.860
0.395
-2.237
0.463
-1.909
20.261
-23.158
0.314
-1.141
24.193
-22.712
0.721
-1.310
19.444
-22.813
0.659
-1.958
24.538
-23.529
1.066
-2.128
0.970
-1.142
26.025
-22.465
7.162
-6.365
1.041
-0.866
Beam Maximum Moments Cont...
Beam
39
Node A
25
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /
30.162
FACTORED)3.000
Max -ve
3.000
-32.437
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK17.477
/ FACTORED)
3.000
Max -ve
3.000
-17.514
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 4.648
/ FACTORED)
3.000
Max -ve
0.000
-2.510
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK10.175
/ FACTORED)
0.000
Max -ve
3.000
-10.275
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
26.148
3.000
Max -ve
3.000
-28.399
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
13.463
3.000
Max -ve
3.000
-13.476
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
8.686
3.000
Max -ve
0.000
-6.524
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
6.161
0.000
Max -ve
3.000
-6.237
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
15.263
3.000
Max -ve
3.000
-15.332
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD) 15.462
3.000
Max -ve
3.000
-15.551
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
12.389
3.000
Max -ve
3.000
-12.457
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 18.140
3.000
Max -ve
3.000
-19.736
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 9.134
3.000
Max -ve
3.000
-9.141
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 6.594
3.000
Max -ve
0.000
-5.057
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 3.949
0.000
Max -ve
3.000
-4.001
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
22.501
3.000
Max -ve
3.000
-24.116
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
13.494
3.000
Max -ve
3.000
-13.521
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.214
3.000
Max -ve
0.000
-0.696
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
8.310
0.000
Max -ve
3.000
-8.381
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.346
0.000
Max -ve
3.000
-0.404
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
8.646
0.000
Max -ve
3.000
-10.145
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.523
3.000
Max -ve
3.000
-2.543
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.387
3.000
Max -ve
3.000
-0.357
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /3.567
FACTORED)3.000
Max -ve
3.000
-3.634
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK11.868
/ FACTORED)
3.000
Max -ve
3.000
-13.375
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.875
/ FACTORED)
3.000
Max -ve
3.000
-2.826
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 6.916
/ FACTORED)
3.000
Max -ve
0.000
-5.425
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
2.617
Max -ve
3.000
-2.692
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
10.917
3.000
Max -ve
3.000
-12.434
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
1.925
3.000
Page 45 of 115
Max Mz
(kNm)
7.973
-7.101
35.140
-30.536
10.257
-9.041
14.394
-16.909
5.304
-4.759
32.470
-28.193
7.588
-6.698
16.737
-19.579
10.027
-8.911
10.260
-9.024
8.203
-7.231
3.486
-3.130
22.775
-19.769
5.108
-4.507
12.131
-14.180
6.351
-5.676
25.640
-22.315
7.973
-7.053
9.585
-11.315
1.951
-5.805
1.367
-1.262
4.903
-5.704
0.825
-1.061
0.491
-5.424
5.033
-6.008
12.100
-9.326
7.558
-8.742
-3.183
3.150
-3.766
10.217
Beam Maximum Moments Cont...
Beam
40
Node A
26
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-1.885
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
7.857
3.000
Max -ve
0.000
-6.376
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
3.532
3.000
Max -ve
3.000
-3.560
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
3.647
3.000
Max -ve
3.000
-3.623
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
2.910
3.000
Max -ve
3.000
-2.900
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.760
Max -ve
3.000
-1.812
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 7.653
3.000
Max -ve
3.000
-8.729
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.268
3.000
Max -ve
3.000
-1.239
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 5.678
3.000
Max -ve
0.000
-4.625
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.769
3.000
Max -ve
3.000
-2.829
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
8.662
3.000
Max -ve
3.000
-9.746
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.277
3.000
Max -ve
3.000
-2.256
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
4.661
3.000
Max -ve
0.000
-3.616
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.167
0.000
Max -ve
3.000
-0.187
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
7.270
0.000
Max -ve
3.000
-8.668
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.283
3.000
Max -ve
3.000
-2.942
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.673
3.000
Max -ve
3.000
-0.607
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /3.243
FACTORED)0.000
Max -ve
3.000
-4.021
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK10.345
/ FACTORED)
0.000
Max -ve
3.000
-12.502
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.908
/ FACTORED)
3.000
Max -ve
3.000
-3.647
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 4.834
/ FACTORED)
3.000
Max -ve
0.000
-4.194
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
2.222
0.000
Max -ve
3.000
-2.835
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
9.324
0.000
Max -ve
3.000
-11.316
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
1.887
3.000
Max -ve
3.000
-2.460
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
6.020
3.000
Max -ve
0.000
-5.215
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
3.196
3.000
Max -ve
3.000
-4.119
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
3.816
3.000
Max -ve
3.000
-4.502
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
2.956
3.000
Max -ve
3.000
-3.549
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.489
0.000
Max -ve
3.000
-1.898
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 6.531
0.000
Max -ve
3.000
-7.919
3.000
Page 46 of 115
Max Mz
(kNm)
-7.084
5.675
-6.501
6.864
-7.985
7.203
-8.542
5.728
-6.765
-2.037
2.045
-2.451
7.063
-4.807
3.838
-4.393
0.781
-4.319
4.006
-4.733
9.024
-7.089
5.799
-6.675
7.700
-10.676
2.080
-2.027
0.179
-0.103
0.130
-0.134
7.509
-10.396
1.889
-1.746
10.956
-7.890
2.307
-2.271
7.607
-10.515
1.987
-1.865
10.837
-7.792
2.188
-2.173
0.251
-0.144
0.423
-0.338
0.309
-0.237
5.405
-7.472
1.415
-1.331
Beam Maximum Moments Cont...
Beam
41
42
Node A
27
28
Length
(m)
3.000
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.251
3.000
Max -ve
3.000
-1.632
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 4.389
3.000
Max -ve
0.000
-3.792
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.402
0.000
Max -ve
3.000
-3.075
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
7.444
0.000
Max -ve
3.000
-9.096
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.164
3.000
Max -ve
3.000
-2.809
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
3.212
3.000
Max -ve
0.000
-2.879
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.052
0.000
Max -ve
0.000
-0.031
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
5.818
0.000
Max -ve
3.000
-7.058
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
1.995
3.000
Max -ve
3.000
-2.597
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.604
0.000
Max -ve
3.000
-0.537
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /2.665
FACTORED)0.000
Max -ve
3.000
-3.334
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 8.514
/ FACTORED)
0.000
Max -ve
3.000
-10.444
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.728
/ FACTORED)
3.000
Max -ve
3.000
-3.437
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 3.673
/ FACTORED)
3.000
Max -ve
0.000
-3.122
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
1.764
0.000
Max -ve
3.000
-2.286
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
7.614
0.000
Max -ve
3.000
-9.396
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
1.827
3.000
Max -ve
3.000
-2.389
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
4.721
3.000
Max -ve
0.000
-4.022
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
2.793
3.000
Max -ve
3.000
-3.636
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
3.361
0.000
Max -ve
3.000
-3.976
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
2.599
0.000
Max -ve
3.000
-3.135
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.175
0.000
Max -ve
3.000
-1.522
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 5.328
0.000
Max -ve
3.000
-6.570
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.219
3.000
Max -ve
3.000
-1.595
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 3.453
3.000
Max -ve
0.000
-2.934
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.973
0.000
Max -ve
3.000
-2.561
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
6.126
0.000
Max -ve
3.000
-7.609
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.018
3.000
Max -ve
3.000
-2.634
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
2.414
3.000
Max -ve
0.000
-2.135
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
2.616
0.000
Page 47 of 115
Max Mz
(kNm)
7.688
-5.529
1.546
-1.539
5.364
-7.401
1.374
-1.260
7.759
-5.570
1.618
-1.580
8.856
-11.891
0.926
-0.880
0.472
0.333
-0.144
9.343
-11.397
1.413
-0.385
12.386
-8.369
1.374
-0.440
9.096
-11.467
1.166
-0.455
12.316
-8.616
1.305
-0.686
0.661
0.853
0.600
6.448
-8.160
0.818
-0.341
8.726
-6.128
0.908
-0.498
6.554
-7.971
0.924
-0.153
8.915
-6.021
1.097
-0.391
0.235
Beam Maximum Moments Cont...
Beam
43
Node A
5
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-3.730
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
1.374
3.000
Max -ve
3.000
-1.496
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
3.795
3.000
Max -ve
3.000
-4.081
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.518
3.000
Max -ve
3.000
-0.558
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /7.429
FACTORED)3.000
Max -ve
3.000
-8.906
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 6.188
/ FACTORED)
3.000
Max -ve
3.000
-6.673
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.197
/ FACTORED)
3.000
Max -ve
3.000
-1.446
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 3.439
/ FACTORED)
0.000
Max -ve
3.000
-3.680
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
6.032
3.000
Max -ve
3.000
-7.403
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
4.790
3.000
Max -ve
3.000
-5.169
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.799
3.000
Max -ve
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.041
0.000
Max -ve
3.000
-2.176
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
5.313
3.000
Max -ve
3.000
-5.713
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
5.383
3.000
Max -ve
3.000
-5.790
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
4.313
3.000
Max -ve
3.000
-4.639
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 4.135
3.000
Max -ve
3.000
-5.097
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 3.253
3.000
Max -ve
3.000
-3.511
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.420
3.000
Max -ve
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 1.301
0.000
Max -ve
3.000
-1.386
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
5.653
3.000
Max -ve
3.000
-6.729
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
4.771
3.000
Max -ve
3.000
-5.143
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.938
3.000
Max -ve
3.000
-1.433
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
2.819
0.000
Max -ve
3.000
-3.018
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
3.100
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)3.100
Max -ve
0.000
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
Page 48 of 115
Max Mz
(kNm)
-0.380
9.403
-6.543
2.976
-3.334
0.368
-0.482
3.375
-4.006
13.158
-10.784
4.135
-4.476
2.301
-5.648
2.298
-2.765
12.081
-9.543
3.058
-3.235
3.542
-6.725
4.166
-4.667
4.160
-4.772
3.344
-3.816
1.516
-1.833
8.462
-6.645
2.055
-2.167
2.645
-4.891
2.706
-3.167
9.652
-7.979
3.246
-3.500
1.312
-3.700
2.881
-2.881
75.200
-75.200
10.214
-9.456
1.533
-1.494
15.904
-12.094
88.223
-63.032
15.049
-12.094
Beam Maximum Moments Cont...
Beam
44
Node A
6
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.292
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
3.100
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)3.100
Max -ve
0.000
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Page 49 of 115
Max Mz
(kNm)
87.368
-62.177
12.074
-8.510
84.393
-66.613
11.468
-8.510
83.787
-66.008
14.299
-13.238
14.709
-13.738
11.746
-10.950
8.174
-5.691
59.520
-47.667
7.770
-5.673
59.117
-47.264
12.259
-9.456
63.606
-43.851
11.587
-9.456
62.933
-43.178
1.211
-1.211
67.783
-67.780
7.571
-8.266
3.015
-2.945
11.804
-11.391
78.376
-57.255
11.736
-11.391
78.305
-57.190
8.025
-7.439
74.597
-61.015
7.976
-7.439
74.545
-60.969
10.600
-11.572
13.910
Beam Maximum Moments Cont...
Beam
45
Node A
7
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
0.000
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
0.000
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.100
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
Page 50 of 115
Max Mz
(kNm)
-14.630
10.587
-11.210
5.402
-4.959
52.668
-43.614
5.370
-4.959
52.634
-43.583
8.431
-8.266
55.697
-40.608
8.376
-8.266
55.640
-40.555
0.550
-0.553
58.181
-58.116
6.985
-7.951
2.738
-2.701
10.301
-10.893
67.154
-48.364
9.527
-10.891
67.867
-49.207
6.837
-7.157
63.919
-51.829
6.291
-7.155
64.402
-52.442
9.779
-11.131
12.763
-13.863
9.723
-10.652
4.582
-4.771
45.134
-37.071
4.218
-4.770
45.453
-37.482
7.376
-7.952
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
46
8
3.100
47
9
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
0.000
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
0.000
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.100
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
2.842
-0.000
1.292
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
3.100
Max -ve
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
3.100
0.000
3.100
Page 51 of 115
Max Mz
(kNm)
47.684
-34.277
6.769
-7.950
48.247
-34.932
2.135
-2.362
58.145
-52.995
9.842
-8.639
1.242
-1.161
13.415
-11.060
70.576
-41.714
14.793
-10.833
64.275
-45.714
10.169
-7.888
67.003
-44.961
11.219
-7.661
61.029
-49.288
13.778
-12.094
13.797
-12.224
11.084
-9.799
6.872
-5.264
47.188
-32.270
7.582
-5.103
42.982
-35.378
10.442
-8.719
51.125
-28.700
11.519
-8.558
46.553
-31.441
1.554
-1.554
40.293
-40.293
9.286
-9.258
1.412
Beam Maximum Moments Cont...
Beam
48
Node A
10
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)3.100
Max -ve
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.100
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
3.100
Max -ve
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
0.000
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.258
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
2.842
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
3.100
Max -ve
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)3.100
Max -ve
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.100
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
3.100
Max -ve
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
0.000
Page 52 of 115
Max Mz
(kNm)
-1.614
13.403
-11.917
52.143
-29.315
12.531
-11.917
51.271
-28.443
9.911
-8.332
48.651
-32.554
9.292
-8.332
48.032
-31.935
13.001
-12.961
13.403
-13.692
10.699
-10.872
6.675
-5.555
34.180
-23.449
6.262
-5.555
33.767
-23.036
10.389
-9.258
37.895
-20.388
9.702
-9.258
37.207
-19.815
0.665
-0.665
35.982
-35.983
7.178
-7.512
2.772
-3.188
10.665
-10.608
45.981
-26.015
10.634
-10.608
45.951
-25.983
7.126
-6.760
42.442
-29.545
Beam Maximum Moments Cont...
Beam
49
Node A
11
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
0.000
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.100
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Page 53 of 115
Max Mz
(kNm)
7.103
-6.760
42.421
-29.522
10.049
-10.516
13.048
-14.115
9.949
-10.700
4.779
-4.507
29.854
-21.256
4.764
-4.507
29.840
-21.240
7.650
-7.512
32.725
-18.394
7.626
-7.512
32.701
-18.369
0.288
-0.288
30.817
-30.818
6.825
-7.036
2.543
-2.899
9.750
-9.892
39.362
-21.356
9.173
-9.892
40.279
-22.272
6.431
-6.332
36.309
-24.675
5.854
-6.332
36.960
-25.325
9.555
-9.850
12.259
-13.082
9.368
-9.935
4.300
-4.221
25.542
Beam Maximum Moments Cont...
Beam
50
Node A
12
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
0.517
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.100
-0.000
2.583
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
0.000
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
3.100
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
0.517
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
2.583
Page 54 of 115
Max Mz
(kNm)
-17.785
3.890
-4.221
25.976
-18.219
7.030
-7.036
27.983
-15.055
6.620
-7.036
28.706
-15.778
1.082
-1.220
31.217
-27.850
9.510
-8.059
1.266
-1.191
11.392
-10.335
43.262
-18.984
13.265
-10.197
38.160
-21.195
8.419
-7.322
39.776
-20.512
9.779
-7.184
35.188
-22.658
13.314
-11.283
13.437
-11.576
10.776
-9.250
5.660
-4.884
27.870
-14.881
6.572
-4.786
24.665
-16.458
8.921
-8.108
31.674
-13.555
10.376
-8.010
27.927
-15.042
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
51
13
3.100
52
14
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.100
Max -ve
3.100
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.100
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.258
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.583
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.517
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.583
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.100
Max -ve
3.100
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.100
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
1.033
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Page 55 of 115
Max Mz
(kNm)
0.389
-0.389
10.048
-10.048
2.405
-3.190
0.331
-0.443
3.441
-4.049
13.100
-7.711
2.901
-4.049
12.560
-7.287
2.554
-2.871
12.213
-8.267
2.170
-2.871
11.830
-7.884
3.368
-4.466
3.416
-4.536
2.736
-3.633
1.719
-1.914
8.578
-5.947
1.464
-1.914
8.322
-5.691
2.681
-3.190
9.540
-5.514
2.255
-3.190
9.114
-5.230
0.188
-0.189
8.678
-8.675
3.084
-4.795
0.636
-0.856
4.207
-6.182
12.697
-7.710
4.170
Beam Maximum Moments Cont...
Beam
53
Node A
15
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.067
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.517
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
2.583
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.517
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
2.583
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.033
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.067
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
1.033
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.067
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.775
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
2.325
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
Page 56 of 115
Max Mz
(kNm)
-6.182
12.657
-7.701
2.964
-4.316
11.454
-6.635
2.938
-4.316
11.424
-6.620
4.318
-6.713
4.719
-7.123
3.720
-5.651
1.984
-2.877
8.012
-4.674
1.967
-2.877
7.992
-4.664
3.218
-4.795
9.246
-5.803
3.189
-4.795
9.214
-5.795
0.028
-0.029
7.172
-7.129
3.096
-4.495
0.603
-0.772
4.044
-5.780
10.689
-6.834
3.989
-5.778
11.146
-7.044
2.814
-4.046
9.604
-5.644
2.759
-4.044
9.915
-5.865
4.334
-6.292
Beam Maximum Moments Cont...
Beam
54
Node A
16
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.775
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
2.325
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.033
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.067
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.100
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.517
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.325
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
2.842
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Page 57 of 115
Max Mz
(kNm)
4.681
-6.628
3.699
-5.266
1.877
-2.697
6.713
-3.917
1.838
-2.696
6.919
-4.066
3.115
-4.495
7.794
-5.164
3.076
-4.494
8.157
-5.326
0.204
-0.301
8.893
-6.477
2.642
-2.483
0.310
-0.304
3.025
-3.180
12.219
-4.423
3.627
-3.083
9.136
-6.398
2.101
-2.283
11.271
-4.580
2.679
-2.186
8.375
-6.534
3.699
-3.476
3.667
-3.466
2.952
-2.787
1.409
-1.524
7.899
-3.334
1.799
-1.455
5.864
-4.728
2.428
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
55
1
3.770
56
2
3.970
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.775
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.325
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.456
0.000
0.000
Max -ve
0.000
-0.000
3.770
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.770
Max -ve
3.770
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.770
-0.000
1.885
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.456
-0.000
3.770
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.456
-0.000
1.571
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
0.000
Max -ve
3.770
-0.000
1.885
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
3.770
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.770
Max -ve
3.456
-0.000
1.571
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
0.000
Max -ve
3.770
-0.000
2.199
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
3.770
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
3.770
Max -ve
3.456
-0.000
1.571
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
0.000
Max -ve
3.770
-0.000
1.885
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.456
-0.000
3.770
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.770
Max -ve
3.456
-0.000
1.571
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
0.000
Max -ve
3.970
-0.000
3.970
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
Page 58 of 115
Max Mz
(kNm)
-2.517
8.956
-3.209
2.856
-2.448
6.707
-4.656
55.177
-61.833
3.751
-3.295
13.047
-7.263
3.364
-2.089
72.516
-46.980
18.604
-9.533
76.686
-37.838
20.634
-10.043
66.919
-51.704
13.879
-6.309
71.961
-43.435
15.038
-7.001
18.266
-10.169
21.039
-12.058
16.411
-9.352
47.004
-37.149
9.415
-4.200
50.653
-31.347
10.168
-4.703
52.223
-32.647
13.917
-7.102
55.155
-26.129
15.387
-7.452
47.489
-47.642
3.593
-4.596
17.922
-6.010
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
L/C
d
(m)
4:LOAD CASE
57
3
1.920
Max My
(kNm)
d
(m)
LIVE
Max LOAD
+ve
3.970
-0.000
3.970
Max -ve
0.000
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.970
-0.000
0.331
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
1.985
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
3.639
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
3.970
Max -ve
3.639
-0.000
1.654
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
1.985
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
3.970
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
3.970
Max -ve
3.639
-0.000
1.654
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
1.985
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
3.970
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
3.970
Max -ve
3.639
-0.000
1.654
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.970
-0.000
0.331
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
0.000
Max -ve
3.970
-0.000
1.985
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.970
-0.000
3.308
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
3.970
Max -ve
3.639
-0.000
1.654
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.920
0.000
1.920
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)
Max -ve
0.000
-0.000
1.120
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Page 59 of 115
Max Mz
(kNm)
3.923
-2.092
70.956
-30.326
21.117
-8.759
65.166
-25.221
28.064
-8.114
63.618
-35.837
15.397
-5.911
59.446
-31.359
20.726
-5.411
25.090
-8.413
27.782
-10.559
21.844
-8.102
44.470
-25.956
10.420
-3.962
41.695
-22.964
14.016
-3.615
51.639
-21.259
15.666
-6.366
46.941
-17.299
21.185
-5.940
16.110
-57.346
9.326
-4.890
32.102
-30.057
4.734
-4.185
-25.936
35.999
-28.835
98.235
-54.271
45.779
-47.488
-28.455
24.002
Beam Maximum Moments Cont...
Beam
58
Node A
17
Length
(m)
3.770
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
Max -ve
0.000
-0.000
1.440
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
1.760
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.770
Max -ve
3.770
-0.000
1.885
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.456
CHECK /0.000
FACTORED)3.770
Max -ve
0.000
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.456
CHECK 0.000
/ FACTORED)
3.770
Max -ve
3.770
-0.000
1.571
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.456
-0.000
3.770
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.456
-0.000
1.885
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.456
/ FACTORED)
0.000
3.770
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.456
/ FACTORED)
0.000
3.770
Max -ve
3.770
-0.000
1.571
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
3.770
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.456
-0.000
1.885
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.456
LOAD)
0.000
3.770
Max -ve
3.770
-0.000
1.885
15:DL + LL (SERVICE
Max +ve
LOAD) 3.456
0.000
3.770
Max -ve
3.770
-0.000
1.885
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
0.000
-0.000
0.000
Page 60 of 115
Max Mz
(kNm)
-17.725
86.238
-43.162
33.781
-36.378
44.942
-42.080
46.096
-42.765
36.836
-34.243
-21.455
15.789
-11.413
59.977
-29.473
22.733
-24.656
-19.895
28.630
-23.436
72.817
-41.495
35.573
-36.679
57.095
-63.983
3.660
-4.168
13.287
-7.283
3.406
-2.092
74.742
-49.489
21.308
-10.216
78.477
-39.447
18.662
-9.532
69.053
-54.106
15.619
-7.149
73.860
-45.136
14.045
-6.301
18.602
-10.196
21.394
-12.087
16.693
-9.375
48.509
-38.843
Beam Maximum Moments Cont...
Beam
59
Node A
18
Length
(m)
3.970
L/C
d
(m)
Max My
(kNm)
d
(m)
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.456
LOAD) 0.000
3.770
Max -ve
3.770
-0.000
1.571
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
3.770
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.456
-0.000
2.199
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
0.000
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.456
0.000
3.770
Max -ve
3.770
-0.000
1.571
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.456
-0.000
3.770
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.456
-0.000
1.885
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.970
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.639
0.000
3.970
Max -ve
3.970
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
4:LOAD CASE LIVE
Max LOAD
+ve
3.970
-0.000
3.970
Max -ve
0.000
-0.000
1.985
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.970
Max -ve
3.970
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.639
CHECK 0.000
/ FACTORED)
3.970
Max -ve
3.970
-0.000
1.654
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.970
-0.000
3.639
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.970
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.639
-0.000
1.985
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.639
/ FACTORED)
0.000
3.970
Max -ve
3.970
-0.000
1.654
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.970
-0.000
3.970
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.970
/ FACTORED)
0.000
0.000
Max -ve
3.639
-0.000
1.985
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
3.970
Max -ve
3.970
-0.000
1.985
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
3.970
Max -ve
3.970
-0.000
1.985
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.639
LOAD) 0.000
3.970
Max -ve
3.970
-0.000
1.654
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.970
-0.000
3.970
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.970
LOAD) 0.000
0.000
Max -ve
3.639
-0.000
1.985
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.970
Max -ve
3.970
-0.000
0.331
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.639
0.000
3.970
Max -ve
3.970
-0.000
1.654
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.970
-0.000
3.639
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.970
0.000
0.000
Page 61 of 115
Max Mz
(kNm)
10.571
-4.805
52.013
-32.565
9.544
-4.214
53.824
-34.453
15.886
-7.580
56.402
-27.250
13.934
-7.103
49.522
-49.454
5.046
-3.961
18.387
-5.933
3.994
-2.081
73.583
-32.328
29.107
-8.127
66.579
-26.422
21.086
-8.703
66.070
-37.930
21.594
-5.428
60.977
-32.974
15.484
-5.882
25.741
-8.306
28.455
-10.450
22.381
-8.014
46.192
-27.430
14.615
-3.628
42.795
-24.128
10.495
-3.945
53.547
-22.565
21.969
-5.948
47.916
-17.961
15.616
Beam Maximum Moments Cont...
Beam
Node A
60
19
61
1
Length
(m)
1.920
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.639
-0.000
1.985
1:LOAD CASE SEISMIC
Max +ve
EQX
1.760
0.000
1.920
Max -ve
0.000
0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
3:LOAD CASE DEAD
MaxLOAD
+ve
1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
1.760
-0.000
1.920
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.760
CHECK /0.000
FACTORED)
Max -ve
0.000
-0.000
1.280
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.920
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.920
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
1.920
-0.000
1.920
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.760
/ FACTORED)
0.000
Max -ve
0.000
-0.000
0.160
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.920
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.920
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
1.760
-0.000
1.920
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
1.920
-0.000
1.920
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.760
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.920
15:DL + LL (SERVICE
Max +ve
LOAD) 1.760
0.000
0.000
Max -ve
0.000
-0.000
1.920
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.760
LOAD) 0.000
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.920
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.920
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
1.760
-0.000
1.920
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
1.920
-0.000
1.920
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.760
0.000
Max -ve
0.000
-0.000
1.600
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.920
0.000
0.000
Max -ve
0.000
-0.000
1.920
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
1.760
-0.000
1.920
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
1.920
-0.000
1.920
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.100
Max -ve
3.100
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.100
Max -ve
3.100
-0.000
1.292
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
Page 62 of 115
Max Mz
(kNm)
-6.318
15.719
-57.358
5.170
-9.735
33.194
-31.048
4.876
-4.317
-26.500
47.441
-49.152
99.629
-55.136
37.101
-29.682
-27.597
35.045
-37.678
87.233
-43.663
24.705
-18.209
46.472
-43.468
47.634
-44.166
38.070
-35.366
-20.808
23.587
-25.541
60.641
-29.790
16.246
-11.717
-20.625
36.865
-37.960
73.918
-42.209
29.523
-24.137
4.196
-4.196
100.504
-100.504
7.188
-6.304
1.432
-1.603
13.539
-8.651
109.846
-92.097
Beam Maximum Moments Cont...
Beam
62
Node A
2
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.808
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
1.292
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.808
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
1.292
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.808
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.292
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.808
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
3.100
Max -ve
3.100
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)3.100
Max -ve
3.100
-0.000
1.292
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.808
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
1.033
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
2.067
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Page 63 of 115
Max Mz
(kNm)
12.604
-8.495
108.911
-91.162
10.666
-6.100
106.974
-94.693
10.007
-5.990
106.314
-94.035
10.064
-8.826
10.918
-10.130
8.621
-7.907
7.293
-4.097
75.671
-67.484
6.853
-4.024
75.231
-67.045
10.168
-6.497
78.546
-64.902
9.436
-6.375
77.814
-64.170
1.706
-1.706
91.172
-91.164
1.955
-1.487
2.821
-3.138
5.462
-3.424
94.928
-87.518
5.352
-3.405
94.809
-87.416
3.465
-1.581
92.932
-89.486
3.384
-1.554
92.841
-89.413
2.737
Beam Maximum Moments Cont...
Beam
63
Node A
3
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
1.033
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
2.067
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.292
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.808
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.808
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.292
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.808
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.292
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
Page 64 of 115
Max Mz
(kNm)
-2.082
6.859
-6.806
4.776
-4.626
2.384
-1.079
65.905
-63.608
2.330
-1.060
65.844
-63.559
3.166
-1.602
66.687
-62.862
3.075
-1.587
66.590
-62.778
0.855
-0.864
78.330
-78.152
1.904
-1.758
2.536
-2.909
4.408
-3.569
81.193
-74.599
3.727
-3.559
81.705
-75.468
2.568
-1.685
79.565
-76.438
2.099
-1.596
79.866
-77.095
2.666
-2.461
6.343
-6.764
4.441
-4.667
1.749
-1.130
56.438
-54.345
1.437
-1.070
56.630
-54.791
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
64
4
3.100
65
1
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.808
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
3.100
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
3.100
-0.000
1.808
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
1.292
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
3.100
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.808
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.292
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
0.000
0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
3.100
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
3.100
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.808
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.292
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.808
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.292
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
3.100
1:LOAD CASE SEISMIC
Max +ve
EQX
1.800
-0.000
0.000
Max -ve
0.000
-2.761
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
-0.000
1.800
Max -ve
0.000
-58.956
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.561
1.800
Page 65 of 115
Max Mz
(kNm)
2.511
-1.813
56.987
-53.584
1.986
-1.755
57.392
-54.242
3.447
-3.923
81.964
-72.854
7.078
-6.247
1.146
-1.263
11.978
-8.461
91.031
-64.323
12.990
-8.074
81.385
-72.898
9.460
-6.117
88.334
-66.841
10.293
-5.700
78.867
-75.594
9.909
-8.746
10.327
-9.518
8.224
-7.510
6.456
-4.115
62.441
-47.717
7.032
-3.816
55.735
-53.948
9.129
-6.455
65.272
-45.045
9.863
-6.183
58.407
-51.117
43.127
0.000
-2.554
0.000
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
L/C
d
(m)
17
1.800
d
(m)
Max -ve
0.000
LIVE
Max LOAD
+ve
0.000
0.665
1.800
Max -ve
1.800
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.645
FACTORED)0.000
Max -ve
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.800
CHECK 0.000
/ FACTORED)
1.800
Max -ve
0.000
-55.550
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 6.167
/ FACTORED)
Max -ve
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK62.362
/ FACTORED)
Max -ve
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.800
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.456
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.800
/ FACTORED)
0.000
1.800
Max -ve
0.000
-56.651
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
5.066
Max -ve
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
61.261
Max -ve
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
3.586
1.800
Max -ve
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
4.138
1.800
Max -ve
1.800
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
3.227
1.800
Max -ve
1.800
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.800
LOAD) 0.000
0.000
Max -ve
0.000
-0.424
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.800
LOAD) 0.000
1.800
Max -ve
0.000
-40.322
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 3.497
Max -ve
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 43.396
Max -ve
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.601
0.000
Max -ve
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
0.000
1.800
Max -ve
0.000
-39.298
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
4.522
Max -ve
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
44.420
Max -ve
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
Max -ve
0.000
-2.761
1.800
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
-0.000
0.000
Max -ve
0.000
-58.956
1.800
3:LOAD CASE DEAD
MaxLOAD
+ve
1.800
Max -ve
0.000
-2.939
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
Max -ve
0.000
-0.729
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT CHECK / FACTORED)0.000
Max -ve
0.000
-6.653
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT CHECK / FACTORED)
1.800
Max -ve
0.000
-62.847
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.800
CHECK 0.000
/ FACTORED)
1.800
Max -ve
0.000
-1.130
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK55.064
/ FACTORED)
1.800
Max -ve
1.800
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
0.000
-5.407
4:LOAD CASE
66
Max My
(kNm)
Page 66 of 115
Max Mz
(kNm)
-4.794
0.000
-1.248
36.750
0.000
-8.930
-49.503
-3.823
38.812
0.000
-6.868
-47.441
-1.761
0.000
-6.711
0.000
-7.749
0.000
-6.042
27.744
0.000
-4.689
-33.496
-1.063
25.826
0.000
-6.607
-35.414
-2.981
44.999
-0.000
2.815
-0.000
0.000
-4.626
-1.214
38.842
0.000
-3.343
0.000
-51.157
0.000
-8.973
40.836
Beam Maximum Moments Cont...
Beam
67
Node A
2
Length
(m)
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
10:0.9DL + EQZMax
(DRIFT
+ve CHECK / FACTORED)
1.800
Max -ve
0.000
-61.601
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.116
1.800
Max -ve
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
56.310
1.800
Max -ve
1.800
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD)
1.800
Max -ve
0.000
-4.115
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED LOAD)
1.800
Max -ve
0.000
-4.693
0.000
15:DL + LL (SERVICE
Max +ve
LOAD)
1.800
Max -ve
0.000
-3.668
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
0.000
-3.724
17:0.60DL + 0.71EQZ
Max +ve(SERVICE LOAD)
1.800
Max -ve
0.000
-43.622
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.197
1.800
Max -ve
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 40.095
1.800
Max -ve
1.800
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
0.000
-4.900
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
Max -ve
0.000
-44.798
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.800
0.000
1.800
Max -ve
0.000
-0.979
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
38.919
1.800
Max -ve
1.800
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
1.800
0.000
0.000
Max -ve
0.000
-1.040
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
Max -ve
0.000
-53.738
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.490
0.000
Max -ve
1.800
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.299
Max -ve
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.198
FACTORED)0.000
Max -ve
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT CHECK / FACTORED)
1.800
Max -ve
0.000
-52.500
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.277
/ FACTORED)
Max -ve
1.800
-0.000
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK54.975
/ FACTORED)
0.000
Max -ve
1.800
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.800
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.599
10:0.9DL + EQZMax
(DRIFT
+ve CHECK / FACTORED)
1.800
Max -ve
0.000
-53.297
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
1.480
Max -ve
1.800
-0.000
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
54.178
0.000
Max -ve
1.800
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.686
0.000
Max -ve
1.800
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
2.667
Max -ve
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
1.789
Max -ve
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.800
LOAD) 0.000
0.000
Page 67 of 115
Max Mz
(kNm)
0.000
-1.348
0.000
-49.163
0.000
-6.978
0.000
-6.476
0.000
-7.493
0.000
-5.840
29.174
0.000
-0.777
0.000
-34.725
0.000
-4.774
27.324
0.000
-2.627
0.000
-36.575
0.000
-6.624
63.349
0.000
-3.937
0.020
-0.000
-0.068
63.339
0.000
-3.947
-63.359
3.926
-0.000
63.367
0.000
-3.919
-63.331
3.954
-0.000
0.027
-0.000
-0.085
-0.048
44.990
Beam Maximum Moments Cont...
Beam
68
Node A
18
Length
(m)
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.444
17:0.60DL + 0.71EQZ
Max +ve(SERVICE LOAD)
1.800
Max -ve
0.000
-37.860
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.032
Max -ve
1.800
-0.000
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 38.448
0.000
Max -ve
1.800
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.800
0.000
0.000
Max -ve
0.000
-0.248
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
Max -ve
0.000
-37.664
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.228
Max -ve
1.800
-0.000
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
38.644
0.000
Max -ve
1.800
1:LOAD CASE SEISMIC
Max +ve
EQX
1.800
-0.000
0.000
Max -ve
0.000
-1.040
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
Max -ve
0.000
-53.725
3:LOAD CASE DEAD
MaxLOAD
+ve
1.800
-0.000
0.000
Max -ve
0.000
-0.523
4:LOAD CASE LIVE
Max LOAD
+ve
1.800
0.000
1.800
Max -ve
0.000
-1.296
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.800
CHECK /0.000
FACTORED)0.000
Max -ve
0.000
-2.315
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
0.000
-55.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.800
CHECK 0.000
/ FACTORED)
Max -ve
0.000
-0.235
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK52.450
/ FACTORED)
Max -ve
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.800
/ FACTORED)
-0.000
0.000
Max -ve
0.000
-1.511
10:0.9DL + EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
0.000
-54.195
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.570
Max -ve
1.800
-0.000
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
53.255
Max -ve
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.800
-0.000
0.000
Max -ve
0.000
-0.732
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.800
LOAD)
0.000
0.000
Max -ve
0.000
-2.700
15:DL + LL (SERVICE
Max +ve
LOAD) 1.800
0.000
0.000
Max -ve
0.000
-1.818
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.800
LOAD) -0.000
0.000
Max -ve
0.000
-1.052
17:0.60DL + 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
0.000
-38.458
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.425
Max -ve
1.800
-0.000
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 37.831
Max -ve
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.800
-0.000
0.000
Max -ve
0.000
-1.261
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
0.000
-38.667
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.216
Max -ve
1.800
-0.000
0.000
Page 68 of 115
Max Mz
(kNm)
0.000
-2.783
-44.966
2.807
-0.000
44.997
0.000
-2.775
-44.958
2.815
-0.000
65.929
4.357
0.307
0.000
-0.014
66.291
4.718
-65.568
-3.996
66.205
4.633
-65.653
-4.081
0.430
0.346
0.293
46.994
3.278
-46.626
-2.909
47.117
3.400
-46.503
Beam Maximum Moments Cont...
Beam
69
70
Node A
3
19
Length
(m)
1.800
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
37.622
Max -ve
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.819
0.000
Max -ve
1.800
-0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
-0.000
1.800
Max -ve
0.000
-49.735
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
1.094
1.800
Max -ve
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.365
Max -ve
1.800
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /2.814
FACTORED)0.000
Max -ve
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.800
CHECK 0.000
/ FACTORED)
1.800
Max -ve
0.000
-47.740
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 1.176
/ FACTORED)
Max -ve
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK51.730
/ FACTORED)
Max -ve
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
1.804
0.000
Max -ve
1.800
-0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.800
/ FACTORED)
0.000
1.800
Max -ve
0.000
-48.751
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.165
Max -ve
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
50.720
Max -ve
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
1.531
1.800
Max -ve
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
3.496
Max -ve
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
2.459
Max -ve
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.238
0.000
Max -ve
1.800
-0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.800
LOAD) 0.000
1.800
Max -ve
0.000
-34.656
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.075
Max -ve
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 35.968
Max -ve
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.676
0.000
Max -ve
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
0.000
1.800
Max -ve
0.000
-34.218
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.512
Max -ve
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
36.406
Max -ve
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.806
0.000
Max -ve
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
0.000
0.000
Max -ve
0.000
-49.481
3:LOAD CASE DEAD
MaxLOAD
+ve
1.800
0.000
1.800
Max -ve
0.000
-0.691
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
Max -ve
0.000
-1.280
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.800
CHECK /0.000
FACTORED)0.000
Max -ve
0.000
-0.664
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.800
CHECK 0.000
/ FACTORED)
1.800
Page 69 of 115
Max Mz
(kNm)
-2.787
63.838
0.000
-0.725
-0.000
-7.445
-0.438
54.685
0.000
-9.878
-72.991
-8.428
57.137
0.000
-7.425
-70.539
-5.976
-0.000
-10.423
-9.635
-7.883
40.858
0.000
-4.982
-49.792
-3.953
37.880
0.000
-7.960
-52.770
-6.931
65.712
0.885
0.000
-7.649
-0.452
56.307
0.000
Beam Maximum Moments Cont...
Beam
71
Node A
4
Length
(m)
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-50.950
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
Max -ve
0.000
-2.275
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK48.012
/ FACTORED)
Max -ve
1.800
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.184
0.000
Max -ve
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.800
/ FACTORED)
0.000
1.800
Max -ve
0.000
-50.103
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
Max -ve
0.000
-1.428
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
48.859
Max -ve
1.800
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 1.800
0.000
1.800
Max -ve
0.000
-0.968
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.800
LOAD)
0.000
1.800
Max -ve
0.000
-2.877
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 1.800
0.000
1.800
Max -ve
0.000
-1.971
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.157
0.000
Max -ve
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.800
LOAD) 0.000
1.800
Max -ve
0.000
-35.546
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
Max -ve
0.000
-0.987
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 34.717
Max -ve
1.800
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.800
0.000
0.000
Max -ve
0.000
-0.119
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
0.000
1.800
Max -ve
0.000
-35.823
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
Max -ve
0.000
-1.263
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
34.440
1.800
Max -ve
1.800
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
2.604
0.000
Max -ve
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.800
-0.000
Max -ve
0.000
-46.410
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
3.401
0.000
Max -ve
1.800
-0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.757
0.000
Max -ve
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /7.063
FACTORED)0.000
Max -ve
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.800
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-41.950
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 1.856
/ FACTORED)
Max -ve
1.800
-0.000
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK50.869
/ FACTORED)
0.000
Max -ve
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
5.665
0.000
Max -ve
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.800
/ FACTORED)
-0.000
0.000
Max -ve
0.000
-43.349
1.800
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.457
Max -ve
1.800
-0.000
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
49.471
0.000
Max -ve
1.800
-0.000
Page 70 of 115
Max Mz
(kNm)
-8.520
-75.117
-10.290
58.828
0.000
-5.999
-72.596
-7.769
0.000
-10.708
0.000
-9.902
0.000
-8.101
42.066
0.000
-3.961
-51.245
-5.218
39.007
0.000
-7.021
-54.304
0.000
-8.277
46.710
-6.293
13.215
1.875
63.505
10.502
-29.915
23.088
58.603
5.600
-0.000
-34.817
18.186
Beam Maximum Moments Cont...
Beam
72
Node A
20
Length
(m)
1.800
L/C
d
(m)
Max My
(kNm)
d
(m)
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
4.761
0.000
Max -ve
1.800
-0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
5.292
0.000
Max -ve
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
4.158
0.000
Max -ve
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 3.889
0.000
Max -ve
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.800
LOAD) -0.000
0.000
Max -ve
0.000
-30.910
1.800
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.192
Max -ve
1.800
-0.000
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 34.992
0.000
Max -ve
1.800
-0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
5.250
0.000
Max -ve
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.800
-0.000
0.000
Max -ve
0.000
-29.550
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.552
Max -ve
1.800
-0.000
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
36.352
0.000
Max -ve
1.800
-0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
35.895
1.800
Max -ve
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
5.451
0.000
Max -ve
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
10.973
0.000
Max -ve
1.800
-0.000
1.800
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
1.558
0.000
Max -ve
1.800
-0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /
49.841
FACTORED)0.000
Max -ve
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK19.397
/ FACTORED)
0.000
Max -ve
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
0.000
Max -ve
0.000
-21.949
1.800
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 8.495
/ FACTORED)
Max -ve
1.800
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
45.770
1.800
Max -ve
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
15.327
0.000
Max -ve
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
0.000
-26.020
1.800
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
4.424
Max -ve
1.800
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
15.362
0.000
Max -ve
1.800
-0.000
1.800
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD) 15.660
0.000
Max -ve
1.800
-0.000
1.800
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
12.530
0.000
Max -ve
1.800
-0.000
1.800
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 32.069
1.800
Max -ve
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 10.454
0.000
Max -ve
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
0.000
Max -ve
0.000
-18.902
1.800
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 2.713
Page 71 of 115
Max Mz
(kNm)
18.500
18.858
15.090
41.093
3.461
-0.000
-25.235
12.397
46.379
8.747
-19.949
17.683
0.000
-3.374
58.559
3.393
-0.000
0.782
1.089
63.021
7.836
-0.000
-54.096
0.000
-0.320
61.612
6.427
-0.000
-55.505
4.750
-0.000
5.323
-0.000
4.175
-0.000
0.000
-0.359
43.612
4.431
-0.000
Beam Maximum Moments Cont...
Beam
73
74
Node A
41
42
Length
(m)
1.850
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
1.800
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
36.458
0.000
Max -ve
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
14.843
0.000
Max -ve
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
0.000
-14.513
1.800
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
7.102
Max -ve
1.800
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.696
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.696
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
Max -ve
1.696
-0.000
1.079
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.696
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.696
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
Max -ve
1.696
-0.000
1.850
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
1.696
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.850
LOAD)
0.000
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
0.000
Max -ve
1.696
-0.000
1.850
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
1.696
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
Max -ve
1.696
-0.000
0.925
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.696
0.000
0.000
Max -ve
1.850
-0.000
1.850
Page 72 of 115
Max Mz
(kNm)
-39.541
0.998
44.969
5.788
-0.000
-38.184
43.385
-21.606
8.682
-9.480
22.862
-25.003
3.144
-3.552
72.391
-53.386
37.689
-41.260
-19.910
20.324
-22.301
63.961
-44.109
29.258
-31.982
-22.809
11.893
-13.023
32.007
-35.005
32.465
-35.688
26.006
-28.556
44.520
-30.342
19.882
-21.732
0.338
-17.086
7.553
-8.272
53.665
-40.344
29.026
-31.734
-14.796
16.697
-18.273
47.622
-19.788
8.787
-9.360
Beam Maximum Moments Cont...
Beam
75
Node A
43
Length
(m)
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.696
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.696
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
Max -ve
1.696
-0.000
1.079
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.696
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.696
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
Max -ve
1.696
-0.000
1.850
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
1.696
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
1.850
LOAD)
0.000
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
Max -ve
1.696
-0.000
1.850
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
1.696
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
1.850
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
Max -ve
1.696
-0.000
0.925
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.696
0.000
1.850
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
1.850
Max -ve
0.000
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.850
CHECK /0.000
FACTORED)1.850
Max -ve
0.000
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.696
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
Max -ve
1.850
-0.000
0.771
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.850
/ FACTORED)
0.000
1.850
Page 73 of 115
Max Mz
(kNm)
25.302
-23.993
3.475
-3.412
79.722
-50.285
22.739
-21.711
-20.800
41.460
-39.284
70.393
-41.382
13.411
-12.807
-24.851
32.132
-30.380
35.422
-33.590
35.923
-34.250
28.777
-27.405
48.993
-28.445
8.535
-8.157
-18.631
21.827
-20.634
59.113
-38.043
18.656
-17.754
-15.221
31.947
-30.231
21.431
-12.239
4.951
-5.638
15.015
-14.523
2.061
-2.112
40.479
-30.722
23.999
-24.121
-11.448
14.097
-12.845
34.944
Beam Maximum Moments Cont...
Beam
76
Node A
44
Length
(m)
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.696
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
Max -ve
1.850
-0.000
1.233
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Max -ve
1.696
-0.000
0.154
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED LOAD)
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD)
1.850
Max -ve
1.696
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
Max -ve
1.850
-0.000
1.388
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.696
-0.000
0.154
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
Max -ve
1.850
-0.000
0.771
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.696
0.000
0.000
Max -ve
0.000
-0.000
1.850
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
1.850
Max -ve
0.000
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
1.850
CHECK /0.000
FACTORED)1.850
Max -ve
0.000
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.696
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
Max -ve
1.850
-0.000
0.771
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.696
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
Max -ve
1.850
-0.000
1.079
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Max -ve
1.696
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED LOAD)
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD)
1.850
Max -ve
1.696
-0.000
0.000
Page 74 of 115
Max Mz
(kNm)
-25.309
18.465
-18.708
-9.986
8.562
-7.569
21.020
-20.332
21.315
-20.806
17.075
-16.635
24.225
-17.403
12.524
-12.716
-7.128
5.493
-4.840
30.231
-23.212
18.530
-18.525
-8.910
11.499
-10.520
23.499
-10.819
5.204
-5.694
18.158
-14.164
2.491
-2.062
46.534
-28.847
17.341
-12.824
-11.210
28.730
-23.232
39.841
-23.567
10.648
-7.543
-9.859
22.037
-17.952
25.422
-19.829
25.776
-20.297
20.650
-16.226
Beam Maximum Moments Cont...
Beam
77
Node A
45
Length
(m)
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
16:0.60DL + 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.696
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.154
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
Max -ve
1.850
-0.000
1.233
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.696
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.696
0.000
1.850
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.617
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
Max -ve
1.696
-0.000
1.079
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
Max -ve
1.696
-0.000
1.850
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
Max -ve
1.696
-0.000
1.850
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
Page 75 of 115
Max Mz
(kNm)
27.579
-16.180
6.852
-4.811
-7.085
14.938
-12.193
34.842
-21.846
14.115
-10.469
1.474
-8.753
22.201
-17.859
59.174
-14.071
10.958
-12.033
23.903
-30.954
3.352
-4.353
89.534
-53.393
41.318
-51.354
-33.088
19.402
-27.288
80.687
-41.930
32.471
-39.892
-37.662
10.555
-15.826
33.464
-43.336
34.047
-44.110
27.255
-35.307
56.356
-28.563
22.122
-27.116
-27.672
6.562
-10.029
65.917
-40.945
31.683
-39.498
Beam Maximum Moments Cont...
Beam
78
79
Node A
46
47
Length
(m)
1.850
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
1.696
-0.000
0.771
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
0.000
0.000
Max -ve
1.850
-0.000
1.850
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
Max -ve
1.696
-0.000
1.233
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
Max -ve
1.696
-0.000
1.850
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
1.850
Max -ve
1.696
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.696
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
Max -ve
1.696
-0.000
1.850
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
Max -ve
1.696
-0.000
0.925
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
Page 76 of 115
Max Mz
(kNm)
-24.320
16.123
-22.411
67.917
-13.633
11.551
-12.421
27.464
-30.241
3.848
-4.257
102.798
-52.050
22.460
-26.866
-35.542
47.302
-49.969
92.635
-40.849
12.296
-15.665
-43.199
37.139
-38.768
38.450
-42.337
39.114
-43.100
31.312
-34.498
64.699
-27.824
7.659
-9.943
-31.743
25.297
-26.346
75.685
-39.920
18.645
-22.039
-25.334
36.283
-38.442
3.982
-3.587
1.514
-2.255
4.353
-6.044
0.595
-0.859
9.503
-11.270
Beam Maximum Moments Cont...
Beam
80
Node A
48
Length
(m)
1.850
L/C
d
(m)
Max My
(kNm)
d
(m)
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.308
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
Max -ve
0.000
-0.000
0.617
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
1.850
Max -ve
1.850
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
Max -ve
0.000
-0.000
0.771
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.154
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
1.850
0.000
0.000
Max -ve
0.000
-0.000
1.850
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)1.850
Max -ve
1.850
-0.000
0.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
0.000
-0.000
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
1.850
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.696
-0.000
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
1.850
Max -ve
1.850
-0.000
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
1.850
Max -ve
1.850
-0.000
0.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
1.850
/ FACTORED)
0.000
1.850
Max -ve
0.000
-0.000
0.463
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
1.850
Page 77 of 115
Max Mz
(kNm)
7.034
-9.937
1.539
-4.188
4.007
-5.428
7.899
-9.027
5.431
-7.694
-2.488
2.404
-3.185
6.094
-8.462
6.176
-8.628
4.948
-6.903
5.439
-6.174
3.686
-5.227
-1.627
1.537
-2.026
7.180
-8.591
5.427
-7.645
1.526
-3.525
3.278
-4.444
5.826
-3.277
2.198
-2.364
6.930
-6.243
0.948
-0.886
14.617
-11.212
6.426
-5.736
2.964
-4.657
11.154
-10.132
12.064
-8.896
3.874
-3.420
0.411
-2.677
8.601
Beam Maximum Moments Cont...
Beam
81
Node A
46
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
1.850
-0.000
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
1.850
Max -ve
1.850
-0.000
0.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
1.850
LOAD) 0.000
1.850
Max -ve
0.000
-0.000
0.617
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
1.850
Max -ve
1.850
-0.000
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
0.000
-0.000
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
1.850
0.000
1.850
Max -ve
1.696
-0.000
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
1.850
Max -ve
1.850
-0.000
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
0.517
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.583
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
3.100
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.550
Page 78 of 115
Max Mz
(kNm)
-7.817
9.702
-8.740
9.833
-8.909
7.878
-7.129
8.295
-6.073
2.480
-2.185
0.022
-1.760
5.836
-5.306
11.067
-8.570
5.252
-4.682
2.794
-3.916
8.609
-7.803
1.249
-1.347
25.389
-23.526
4.883
-8.636
1.468
-3.351
7.843
-12.088
30.986
-18.903
6.943
-11.990
30.120
-21.432
5.644
-7.821
29.077
-19.131
5.035
-7.723
27.921
-21.701
6.837
-12.090
8.209
-15.725
6.351
-11.987
3.817
-5.216
20.485
-13.773
3.415
-5.147
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
82
42
3.100
83
44
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
3.100
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.517
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.583
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
0.000
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
0.000
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
1.033
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 0.000
/ FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
2.325
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
0.517
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
3.100
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK / FACTORED)
0.000
Max -ve
2.842
-0.000
2.583
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
0.000
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
0.517
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
3.100
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE LOAD)
0.000
Max -ve
2.842
-0.000
2.583
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.033
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
3.100
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
2.067
1:LOAD CASE SEISMIC
Max +ve
EQX
2.842
0.000
0.000
Max -ve
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
3.100
0.000
3.100
Page 79 of 115
Max Mz
(kNm)
19.634
-15.568
5.770
-8.671
22.124
-13.455
5.054
-8.601
21.587
-15.302
1.321
-1.357
26.506
-25.668
9.028
-14.538
1.851
-2.988
13.080
-18.958
36.955
-23.436
11.807
-18.922
37.427
-24.739
9.447
-13.102
33.705
-20.090
8.556
-13.066
33.793
-21.545
12.639
-20.353
13.795
-22.226
10.879
-17.526
6.355
-8.736
23.618
-14.128
5.763
-8.710
23.641
-15.135
9.966
-14.551
26.818
-17.527
8.963
-14.525
27.252
-18.465
0.763
-0.774
14.845
Beam Maximum Moments Cont...
Beam
84
Node A
48
Length
(m)
3.100
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
2.842
CHECK /0.000
FACTORED)0.000
Max -ve
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
3.100
Max -ve
0.000
-0.000
1.292
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT CHECK / FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
0.000
CHECK 0.000
/ FACTORED)
0.000
Max -ve
3.100
-0.000
2.067
9:0.9DL + EQX Max
(DRIFT
+ve CHECK2.842
/ FACTORED)
0.000
0.000
Max -ve
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
3.100
Max -ve
0.000
-0.000
1.033
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK / FACTORED)
3.100
Max -ve
2.842
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
2.067
13:1.4 DL (FACTORED
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
2.842
LOAD)
0.000
0.000
Max -ve
0.000
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 2.842
0.000
0.000
Max -ve
0.000
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
2.842
LOAD) 0.000
0.000
Max -ve
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.033
18:0.60DL - 0.71EQX
Max +ve(SERVICE LOAD)
3.100
Max -ve
2.842
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
2.067
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
2.842
0.000
0.000
Max -ve
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
3.100
Max -ve
0.000
-0.000
1.292
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
2.842
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.808
1:LOAD CASE SEISMIC
Max +ve
EQX
0.000
0.000
0.000
Max -ve
3.100
-0.000
3.100
2:LOAD CASE SEISMIC
Max +ve
EQZ
2.842
0.000
3.100
Max -ve
3.100
-0.000
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
4:LOAD CASE LIVE
Max LOAD
+ve
2.842
0.000
0.000
Max -ve
3.100
-0.000
1.550
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /0.000
FACTORED)0.000
Max -ve
3.100
-0.000
1.550
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
2.842
CHECK 0.000
/ FACTORED)
3.100
Max -ve
3.100
-0.000
1.033
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
0.000
-0.000
1.550
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.100
CHECK 0.000
/ FACTORED)
0.000
Max -ve
2.842
-0.000
2.067
Page 80 of 115
Max Mz
(kNm)
-14.590
8.767
-13.720
1.760
-3.081
12.164
-18.010
24.805
-19.358
10.734
-18.000
25.990
-19.867
8.653
-12.354
21.713
-14.625
7.642
-12.343
22.480
-15.220
12.273
-19.209
13.337
-21.393
10.527
-16.801
5.802
-8.236
15.118
-9.957
5.128
-8.229
15.619
-10.365
9.309
-13.724
18.171
-14.629
8.225
-13.717
19.126
-14.999
0.314
-0.327
5.522
-5.193
3.214
-4.012
0.572
-0.668
4.457
-5.155
8.759
-5.553
3.830
-5.142
9.336
-6.184
Beam Maximum Moments Cont...
Beam
85
Node A
45
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
0.000
0.000
Max -ve
3.100
-0.000
1.550
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
2.842
/ FACTORED)
0.000
3.100
Max -ve
3.100
-0.000
1.033
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
0.000
-0.000
1.550
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.100
/ FACTORED)
0.000
0.000
Max -ve
2.842
-0.000
2.325
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
0.000
0.000
Max -ve
3.100
-0.000
1.550
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.000
0.000
Max -ve
3.100
-0.000
1.550
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
2.842
LOAD) 0.000
3.100
Max -ve
3.100
-0.000
1.033
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.100
LOAD) 0.000
3.100
Max -ve
0.000
-0.000
1.550
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.100
LOAD) 0.000
0.000
Max -ve
2.842
-0.000
2.325
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
0.000
0.000
Max -ve
3.100
-0.000
1.550
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
2.842
0.000
3.100
Max -ve
3.100
-0.000
1.292
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
0.000
-0.000
1.550
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.100
0.000
0.000
Max -ve
2.842
-0.000
2.067
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.469
0.000
Max -ve
0.000
-0.472
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
11.259
0.000
Max -ve
3.000
-11.233
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
1.729
Max -ve
3.000
-2.037
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.552
0.000
Max -ve
3.000
-0.506
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /1.879
FACTORED)0.000
Max -ve
3.000
-2.229
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK13.611
/ FACTORED)
0.000
Max -ve
3.000
-13.931
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 2.824
/ FACTORED)
3.000
Max -ve
3.000
-3.167
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 8.535
/ FACTORED)
3.000
Max -ve
0.000
-8.908
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
1.084
0.000
Max -ve
3.000
-1.365
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
12.816
0.000
Max -ve
3.000
-13.066
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.029
3.000
Max -ve
3.000
-2.302
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
9.399
3.000
Max -ve
0.000
-9.703
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
2.421
Max -ve
3.000
-2.852
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
2.958
0.000
Max -ve
3.000
-3.254
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
2.281
0.000
Page 81 of 115
Max Mz
(kNm)
3.207
-3.617
7.772
-4.382
2.579
-3.604
8.086
-4.949
4.500
-5.617
4.773
-5.883
3.787
-4.680
2.151
-2.412
5.421
-2.992
1.733
-2.402
5.615
-3.422
3.437
-4.017
6.421
-4.263
2.992
-4.007
6.901
-4.690
29.979
-28.022
2.181
-2.084
-0.123
0.048
-0.089
29.996
-28.213
2.197
-2.276
27.830
-29.962
1.892
-2.164
29.973
-28.132
2.175
-2.194
27.911
-29.984
1.974
-2.186
-0.172
0.069
-0.290
0.042
Beam Maximum Moments Cont...
Beam
86
Node A
41
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
3.000
-2.543
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 0.702
0.000
Max -ve
3.000
-0.889
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 9.032
0.000
Max -ve
3.000
-9.198
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.373
3.000
Max -ve
3.000
-1.555
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 6.753
3.000
Max -ve
0.000
-6.957
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
1.394
0.000
Max -ve
3.000
-1.704
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
9.724
0.000
Max -ve
3.000
-10.013
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.065
3.000
Max -ve
3.000
-2.370
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
5.938
3.000
Max -ve
0.000
-6.265
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.344
0.000
Max -ve
0.000
-0.337
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
7.382
0.000
Max -ve
3.000
-7.583
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.669
0.000
Max -ve
3.000
-3.023
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.562
0.000
Max -ve
3.000
-0.664
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /3.147
FACTORED)0.000
Max -ve
3.000
-3.615
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK10.866
/ FACTORED)
0.000
Max -ve
3.000
-11.542
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 3.821
/ FACTORED)
3.000
Max -ve
3.000
-4.304
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 3.623
/ FACTORED)
3.000
Max -ve
0.000
-3.898
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
2.065
0.000
Max -ve
3.000
-2.376
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
9.784
0.000
Max -ve
3.000
-10.304
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.740
3.000
Max -ve
3.000
-3.065
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
4.862
3.000
Max -ve
0.000
-4.980
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
3.737
0.000
Max -ve
3.000
-4.232
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
4.102
0.000
Max -ve
3.000
-4.690
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
3.231
0.000
Max -ve
3.000
-3.687
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.362
0.000
Max -ve
3.000
-1.569
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 6.843
0.000
Max -ve
3.000
-7.198
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.841
3.000
Max -ve
3.000
-2.058
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 3.570
3.000
Max -ve
0.000
-3.640
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.430
0.000
Max -ve
3.000
-2.779
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
7.911
0.000
Max -ve
3.000
-8.407
3.000
Page 82 of 115
Max Mz
(kNm)
-0.212
21.281
-19.969
1.545
-1.553
19.822
-21.289
1.406
-1.552
21.279
-20.018
1.542
-1.602
19.773
-21.291
1.357
-1.554
17.866
-17.583
1.383
-1.327
0.332
-0.312
0.125
-0.123
18.326
-18.019
1.843
-1.763
17.148
-17.406
0.892
-0.923
18.164
-17.864
1.682
-1.608
17.303
-17.568
1.047
-1.085
0.464
-0.436
0.597
-0.571
0.456
-0.435
12.884
-12.671
1.181
-1.129
12.297
-12.486
0.755
-0.783
13.016
-12.796
1.314
-1.254
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
87
43
3.000
88
46
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.909
3.000
Max -ve
3.000
-3.267
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
2.361
3.000
Max -ve
0.000
-2.572
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.240
0.000
Max -ve
0.000
-0.240
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
4.939
0.000
Max -ve
3.000
-5.038
3.000
3:LOAD CASE DEAD
MaxLOAD
+ve
0.000
2.711
0.000
Max -ve
3.000
-2.277
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
0.000
0.583
0.000
Max -ve
3.000
-0.430
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
0.000
CHECK /3.304
FACTORED)0.000
Max -ve
3.000
-2.707
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 8.483
/ FACTORED)
0.000
Max -ve
3.000
-7.985
3.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
0.000
CHECK 3.784
/ FACTORED)
3.000
Max -ve
3.000
-3.187
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 2.091
/ FACTORED)
3.000
Max -ve
0.000
-1.395
0.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK0.000
/ FACTORED)
2.200
0.000
Max -ve
3.000
-1.809
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
7.378
0.000
Max -ve
3.000
-7.087
3.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.679
3.000
Max -ve
3.000
-2.289
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.989
3.000
Max -ve
0.000
-2.499
0.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 0.000
3.795
0.000
Max -ve
3.000
-3.187
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
0.000
LOAD)
4.185
0.000
Max -ve
3.000
-3.420
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 0.000
3.293
0.000
Max -ve
3.000
-2.707
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.456
0.000
Max -ve
3.000
-1.196
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 5.133
0.000
Max -ve
3.000
-4.943
3.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
0.000
LOAD) 1.797
3.000
Max -ve
3.000
-1.536
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 2.211
3.000
Max -ve
0.000
-1.880
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.540
0.000
Max -ve
3.000
-2.107
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
6.217
0.000
Max -ve
3.000
-5.854
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
0.000
2.881
3.000
Max -ve
3.000
-2.447
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
1.300
3.000
Max -ve
0.000
-0.796
0.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.490
0.000
Max -ve
0.000
-0.502
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
11.843
3.000
Max -ve
3.000
-11.684
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
2.424
0.000
Max -ve
0.000
-2.127
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.565
0.000
Max -ve
0.000
-0.613
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /3.682
FACTORED)0.000
Page 83 of 115
Max Mz
(kNm)
12.173
-12.353
0.631
-0.651
9.256
-8.987
1.495
-1.422
0.603
-0.569
0.157
-0.159
10.058
-9.750
2.297
-2.185
8.224
-8.453
0.660
-0.693
9.798
-9.499
2.038
-1.935
8.475
-8.713
0.910
-0.952
0.844
-0.797
0.975
-0.938
0.760
-0.728
6.933
-6.722
1.423
-1.351
6.039
-6.210
0.668
-0.699
7.175
-6.950
1.665
-1.579
5.812
-5.968
0.441
-0.458
29.555
-27.510
1.992
-2.107
0.095
-0.190
0.059
-0.096
29.698
Beam Maximum Moments Cont...
Beam
89
Node A
42
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
Max -ve
0.000
-3.361
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 8.984
/ FACTORED)
3.000
Max -ve
3.000
-8.492
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 2.701
/ FACTORED)
3.000
Max -ve
0.000
-2.357
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK14.875
/ FACTORED)
0.000
Max -ve
0.000
-14.701
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
2.672
0.000
Max -ve
0.000
-2.416
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
9.929
3.000
Max -ve
3.000
-9.502
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
1.691
3.000
Max -ve
0.000
-1.412
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
13.865
0.000
Max -ve
0.000
-13.757
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
3.394
0.000
Max -ve
0.000
-2.978
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
3.813
0.000
Max -ve
0.000
-3.533
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
2.989
0.000
Max -ve
0.000
-2.740
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.803
0.000
Max -ve
0.000
-1.632
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 7.132
3.000
Max -ve
3.000
-6.841
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.106
3.000
Max -ve
0.000
-0.920
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 9.750
0.000
Max -ve
0.000
-9.684
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.772
0.000
Max -ve
0.000
-2.483
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
6.282
3.000
Max -ve
3.000
-5.871
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
2.076
3.000
Max -ve
0.000
-1.770
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
10.719
0.000
Max -ve
0.000
-10.535
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.353
0.000
Max -ve
0.000
-0.348
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
7.645
3.000
Max -ve
3.000
-7.787
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
3.385
0.000
Max -ve
0.000
-3.056
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.714
0.000
Max -ve
0.000
-0.615
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /4.771
FACTORED)0.000
Max -ve
0.000
-4.323
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 3.670
/ FACTORED)
3.000
Max -ve
3.000
-3.368
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 4.066
/ FACTORED)
3.000
Max -ve
0.000
-3.626
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK12.205
/ FACTORED)
0.000
Max -ve
0.000
-11.620
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
3.399
0.000
Max -ve
0.000
-3.099
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
4.895
3.000
Max -ve
3.000
-4.741
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.693
3.000
Max -ve
0.000
-2.402
0.000
Page 84 of 115
Max Mz
(kNm)
-27.786
1.716
-1.963
27.234
-29.411
2.251
-2.268
29.640
-27.681
1.821
-2.021
27.339
-29.469
2.193
-2.163
0.133
-0.266
0.209
-0.382
0.154
-0.286
21.041
-19.646
1.300
-1.439
19.418
-20.927
1.553
-1.529
21.079
-19.722
1.224
-1.401
19.342
-20.888
1.591
-1.605
17.511
-17.202
1.320
-1.363
0.404
-0.434
0.135
-0.140
18.063
-17.792
0.729
-0.810
16.611
-16.958
1.915
-1.910
17.875
-17.592
0.929
-0.999
16.811
-17.147
Beam Maximum Moments Cont...
Beam
90
Node A
44
Length
(m)
3.000
L/C
d
(m)
Max My
(kNm)
d
(m)
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
10.833
0.000
Max -ve
0.000
-10.395
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
4.738
0.000
Max -ve
0.000
-4.278
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
5.204
0.000
Max -ve
0.000
-4.651
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
4.099
0.000
Max -ve
0.000
-3.671
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 2.281
0.000
Max -ve
0.000
-2.081
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 3.594
3.000
Max -ve
3.000
-3.498
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.780
3.000
Max -ve
0.000
-1.586
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD) 7.559
0.000
Max -ve
0.000
-7.261
3.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.635
0.000
Max -ve
0.000
-3.303
3.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
2.372
3.000
Max -ve
3.000
-2.144
0.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
3.134
3.000
Max -ve
0.000
-2.809
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
8.913
0.000
Max -ve
0.000
-8.484
3.000
1:LOAD CASE SEISMIC
Max +ve
EQX
3.000
0.254
0.000
Max -ve
0.000
-0.250
3.000
2:LOAD CASE SEISMIC
Max +ve
EQZ
0.000
5.185
3.000
Max -ve
3.000
-5.386
0.000
3:LOAD CASE DEAD
MaxLOAD
+ve
3.000
3.020
0.000
Max -ve
0.000
-3.484
3.000
4:LOAD CASE LIVE
Max LOAD
+ve
3.000
0.531
0.000
Max -ve
0.000
-0.688
3.000
5:1.20DL + 0.5LL
Max++ve
EQX (DRIFT
3.000
CHECK /4.143
FACTORED)0.000
Max -ve
0.000
-4.775
3.000
6:1.20DL + 0.5LL
Max++ve
EQZ (DRIFT
0.000
CHECK 0.659
/ FACTORED)
3.000
Max -ve
3.000
-1.497
0.000
7:1.20DL + 0.5LL
Max-+ve
EQX (DRIFT
3.000
CHECK 3.635
/ FACTORED)
3.000
Max -ve
0.000
-4.276
0.000
8:1.20DL + 0.5LL
Max-+ve
EQZ (DRIFT
3.000
CHECK 9.275
/ FACTORED)
0.000
Max -ve
0.000
-9.710
3.000
9:0.9DL + EQX Max
(DRIFT
+ve CHECK3.000
/ FACTORED)
2.971
0.000
Max -ve
0.000
-3.386
3.000
10:0.9DL + EQZMax
(DRIFT
+ve CHECK
0.000
/ FACTORED)
2.049
3.000
Max -ve
3.000
-2.668
0.000
11:0.9DL 1 EQXMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
2.464
3.000
Max -ve
0.000
-2.886
0.000
12:0.9DL - EQZMax
(DRIFT
+ve CHECK
3.000
/ FACTORED)
8.104
0.000
Max -ve
0.000
-8.321
3.000
13:1.4 DL (FACTORED
Max +ve
LOAD) 3.000
4.228
0.000
Max -ve
0.000
-4.878
3.000
14:1.2DL + 1.60LL
Max +ve
(FACTORED
3.000
LOAD)
4.473
0.000
Max -ve
0.000
-5.282
3.000
15:DL + LL (SERVICE
Max +ve
LOAD) 3.000
3.550
0.000
Max -ve
0.000
-4.173
3.000
16:0.60DL + 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.992
0.000
Max -ve
0.000
-2.268
3.000
17:0.60DL + 0.71EQZ
Max +ve(SERVICE
0.000
LOAD) 1.590
3.000
Max -ve
3.000
-2.012
0.000
18:0.60DL - 0.71EQX
Max +ve(SERVICE
3.000
LOAD) 1.632
3.000
Page 85 of 115
Max Mz
(kNm)
1.726
-1.710
0.566
-0.608
0.701
-0.744
0.539
-0.574
12.675
-12.474
0.677
-0.725
11.953
-12.190
1.210
-1.197
12.837
-12.647
0.503
-0.563
11.779
-12.028
1.372
-1.371
9.052
-8.848
1.333
-1.358
0.574
-0.633
0.154
-0.168
9.817
-9.692
0.489
-0.592
8.004
-8.286
2.123
-2.177
9.568
-9.418
0.763
-0.841
8.279
-8.535
1.874
-1.903
0.804
-0.886
0.934
-1.029
0.728
-0.801
6.771
-6.662
0.567
-0.620
5.902
Beam Maximum Moments Cont...
Beam
Node A
Length
(m)
L/C
d
(m)
Max My
(kNm)
Max -ve
0.000
19:0.60DL - 0.71EQZ
Max +ve(SERVICE
3.000
LOAD)
Max -ve
0.000
20:DL + 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
Max -ve
0.000
21:DL + 0.71EQZ
Max(SERVICE
+ve
LOAD)
0.000
Max -ve
3.000
22:DL - 0.71EQX
Max(SERVICE
+ve
LOAD)
3.000
Max -ve
0.000
23:DL - 0.71EQZ
Max(SERVICE
+ve
LOAD)
3.000
Max -ve
0.000
Page 86 of 115
-1.913
5.636
-5.772
3.200
-3.662
0.197
-0.804
2.840
-3.307
6.844
-7.166
d
(m)
0.000
0.000
3.000
0.000
3.000
3.000
0.000
3.000
0.000
0.000
3.000
Max Mz
(kNm)
-6.082
1.308
-1.326
7.001
-6.915
0.313
-0.390
5.649
-5.853
1.538
-1.579
GRADE BEAM DESIGN SUMMARY
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CAHCERO
Design File
:
F:\dags\ARt\RCDC\Beam\revised\REVISED 2\GB.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Level Designed
:
0m
Beam No
:
GB101,GB101
Group No
:
G1
Analysis Reference(Member) 0m
:
55,58
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
54.113
0.86
848.93
1005.3
5-D16
Beam Bottom
Mid
37.688
0.62
610.57
1005.3
5-D16
Right
45.14
0.71
703.71
1005.3
5-D16
Left
78.488
1.28
1267.33
1407.42
5-D16
2-D16
Beam Top
Mid
31.011
0.617
610.57
1005.3
5-D16
Right
74.752
1.21
1201.48
1407.42
5-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
4.92
0
699.883
1963.5
2L-D10 @ 80
:
SFR
Mid
45.57
0
462.555
1122
2L-D10 @ 140
Right
58.5
0
696.319
1963.5
2L-D10 @ 80
-
Beam No
:
GB102,GB102
Group No
:
G1
Analysis Reference(Member) 0m
:
56,59
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
37.935
0.62
610.57
1005.3
5-D16
Beam Bottom
Mid
27.268
0.55
540.21
603.18
3-D16
Right
32.98
0.62
904.77
1005.3
5-D16
Left
66.588
1.07
1059.82
1407.42
5-D16
2-D16
Beam Top
Mid
25.695
0.513
508.22
1005.3
5-D16
Right
73.593
1.19
1181.18
1809.54
5-D16
4-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
2.82
0
660.239
1963.5
2L-D10 @ 80
Mid
40.18
0
462.555
1122
2L-D10 @ 140
Right
53.76
0
826.182
1963.5
2L-D10 @ 80
Page 87 of 115
:
SFR
-
Beam No
:
GB103,GB103
Group No
:
G1
Analysis Reference(Member) 0m
:
((60,77),57,78)
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Left
28.459
0.57
564.5
603.18
3-D16
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Beam Bottom
Mid
49.975
0.94
926.83
1005.3
5-D16
Right
43.21
0.68
904.77
1005.3
5-D16
Left
99.642
1.67
1653.58
1809.54
5-D16
4-D16
Beam Top
Mid
28.932
0.58
574.17
1005.3
5-D16
Right
102.812
1.73
1713.56
1809.54
5-D16
4-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
93.79
0
1486.367
1963.5
2L-D10 @ 80
:
SFR
Mid
45.76
867.735
867.735
1122
2L-D10 @ 140
Right
62.76
867.735
1198.05
1963.5
2L-D10 @ 80
2-D16EF
Beam No
:
GB104,GB104
Group No
:
G3
Analysis Reference(Member) 0m
:
61,64
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
94.048
1.56
1549.1
1608.48
5-D16
3-D16
Beam Bottom
Mid
54.456
0.86
854.64
1005.3
5-D16
Right
94.71
1.58
1561.31
1608.48
5-D16
3-D16
Left
109.861
1.87
1849.15
2010.6
5-D16
5-D16
Beam Top
Mid
47.703
0.751
743.02
1005.3
5-D16
Right
108.926
1.85
1830.98
2010.6
5-D16
5-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
86.94
0
1325.392
1963.5
2L-D10 @ 80
SFR
:
Mid
10.67
0
462.555
1122
2L-D10 @ 140
Right
86.34
0
1304.029
1963.5
2L-D10 @ 80
-
Beam No
:
GB105,GB105
Group No
:
G4
Analysis Reference(Member) 0m
:
62,63
Page 88 of 115
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
89.425
1.48
1464.08
1608.48
5-D16
3-D16
Beam Bottom
Mid
47.017
0.74
731.79
1005.3
5-D16
Right
89.5
1.48
1465.42
1608.48
5-D16
3-D16
Left
94.941
1.58
1565.67
1608.48
5-D16
3-D16
Beam Top
Mid
45.041
0.707
699.5
1005.3
5-D16
Right
94.822
1.58
1563.46
1608.48
5-D16
3-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
9.28
0
977.736
1963.5
2L-D10 @ 80
:
SFR
Mid
4.65
0
462.555
1122
2L-D10 @ 140
Right
7.01
0
979.712
1963.5
2L-D10 @ 80
-
Beam No
:
GB106
Group No
:
G6
Analysis Reference(Member) 0m
:
81
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Regular Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
21.704
0.43
427.54
603.18
3-D16
Beam Bottom
Mid
20.838
0.41
410.11
603.18
3-D16
Right
19.13
0.38
375.92
603.18
3-D16
Left
30.99
0.62
610.57
804.24
4-D16
Beam Top
Mid
8.166
0.16
158.7
804.24
4-D16
Right
30.124
0.6
598.57
804.24
4-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
SFR
Left
21.61
0
462.555
1122
2L-D10 @ 140
:
Mid
9.11
0
462.555
1122
2L-D10 @ 140
Right
23.93
0
462.555
1122
2L-D10 @ 140
-
Page 89 of 115
2ND BEAM DESIGN SUMMARY
Project Name
:
PROPOSED 2 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\Beam\revised\REVISED 2\SB.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Level Designed
:
3m
Beam No
:
B201
Group No
:
G1
Analysis Reference(Member) 3m
:
1
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
27.767
0.56
550.39
804.24
4-D16
Beam Bottom
Mid
27.447
0.55
543.85
804.24
4-D16
Right
19.79
0.39
703.71
804.24
4-D16
Left
63.791
1.02
1011.96
1407.42
5-D16
2-D16
Beam Top
Mid
18.208
0.485
357.41
1005.3
5-D16
Right
64.046
1.03
1016.3
1407.42
5-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
14.71
0
829.711
1963.5
2L-D10 @ 80
:
SFR
Mid
43.79
0
462.555
1122
2L-D10 @ 140
Right
59.53
0
824.622
1963.5
2L-D10 @ 80
-
Beam No
:
B202
Group No
:
G1
Analysis Reference(Member) 3m
:
2
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
19.45
0.39
382.26
804.24
4-D16
Beam Bottom
Mid
21.42
0.43
421.81
804.24
4-D16
Right
12.75
0.25
703.71
804.24
4-D16
Left
62.138
0.99
983.83
1407.42
5-D16
2-D16
Beam Top
Mid
15.007
0.485
293.63
1005.3
5-D16
Right
62.916
1.01
997.06
1407.42
5-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
22.06
0
808.635
1963.5
2L-D10 @ 80
Mid
40.64
0
462.555
1122
2L-D10 @ 140
Right
57.04
0
806.82
1963.5
2L-D10 @ 80
Page 90 of 115
:
SFR
-
Beam No
:
B203
Group No
:
G1
Analysis Reference(Member) 3m
:
3
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
17.742
0.35
703.71
1005.3
5-D16
Beam Bottom
Mid
22.242
0.62
610.57
1005.3
5-D16
Right
54.95
0.87
862.79
1005.3
5-D16
Left
81.802
1.34
1326.32
1407.42
5-D16
2-D16
Beam Top
Mid
41.622
0.651
644.01
1005.3
5-D16
Right
4.338
0.13
351.86
1005.3
5-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
87.15
0
1840.601
1963.5
2L-D10 @ 80
:
SFR
Mid
42.16
549.301
549.301
1122
2L-D10 @ 140
Right
23.38
549.301
1719.444
1963.5
2L-D10 @ 80
2-D16EF
Beam No
:
B204
Group No
:
G1
Analysis Reference(Member) 3m
:
74
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
50.292
0.79
785.61
804.24
4-D16
Beam Bottom
Mid
24.615
0.62
610.57
804.24
4-D16
Right
24.85
0.5
703.71
804.24
4-D16
Left
0
0.13
128.7
1005.3
5-D16
Beam Top
Mid
41.712
0.652
645.46
1005.3
5-D16
Right
79.732
1.3
1289.42
1407.42
5-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
55.09
0
1629.858
1963.5
2L-D10 @ 80
SFR
:
Mid
-
Right
85.52
0
1765.182
1963.5
2L-D10 @ 80
2-D16EF
Beam No
:
B205
Group No
:
G3
Analysis Reference(Member) 3m
:
43
Page 91 of 115
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
66.017
1.06
1050.01
1407.42
5-D16
2-D16
Beam Bottom
Mid
43.183
0.68
669.28
1005.3
5-D16
Right
66.62
1.07
1060.4
1407.42
5-D16
2-D16
Left
88.235
1.46
1442.38
1608.48
5-D16
3-D16
Beam Top
Mid
33.945
0.617
610.57
1005.3
5-D16
Right
87.38
1.44
1426.82
1608.48
5-D16
3-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
77.8
0
1223.539
1963.5
2L-D10 @ 80
:
SFR
Mid
14.19
0
462.555
1122
2L-D10 @ 140
Right
77.25
0
1200.292
1963.5
2L-D10 @ 80
-
Beam No
:
B206
Group No
:
G4
Analysis Reference(Member) 3m
:
44
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
60.977
0.97
964.15
1005.3
5-D16
Beam Bottom
Mid
38.698
0.62
610.57
1005.3
5-D16
Right
61.02
0.97
964.95
1005.3
5-D16
Left
78.386
1.28
1265.54
1407.42
5-D16
2-D16
Beam Top
Mid
30.725
0.617
610.57
1005.3
5-D16
Right
78.316
1.28
1264.3
1407.42
5-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
23.37
0
822.226
1963.5
2L-D10 @ 80
SFR
:
Mid
13.1
0
462.555
1122
2L-D10 @ 140
Right
21.76
0
820.444
1963.5
2L-D10 @ 80
-
Beam No
:
B207
Group No
:
G6
Analysis Reference(Member) 3m
:
82
Breadth
:
300
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
mm
Page 92 of 115
Beam Type
:
Ductile Beam
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
23.137
0.46
456.42
603.18
3-D16
Beam Bottom
Mid
24.742
0.49
488.9
603.18
3-D16
Right
21.43
0.43
421.92
603.18
3-D16
Left
36.96
0.62
610.57
804.24
4-D16
Beam Top
Mid
5.634
0.485
128.7
804.24
4-D16
Right
37.432
0.62
610.57
804.24
4-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
SFR
Left
33.69
0
495.627
1963.5
2L-D10 @ 80
:
Mid
15.08
0
462.555
1122
2L-D10 @ 140
Right
36.26
0
530.648
1963.5
2L-D10 @ 80
-
Page 93 of 115
3RD BEAM DESIGN SUMMARY
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\Beam\revised\REVISED 2\3F.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Level Designed
:
6m
Beam No
:
B301
Group No
:
G1
Analysis Reference(Member) 6m
:
4
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
12.857
0.38
252.64
402.12
2-D16
Beam Bottom
Mid
17.632
0.53
349.02
402.12
2-D16
Right
1.9
0.13
502.65
603.18
3-D16
Left
41.761
1
661.6
1005.3
3-D16
2-D16
Beam Top
Mid
7.475
0.485
145.71
603.18
3-D16
Right
43.896
1.06
698.03
1005.3
3-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
23.3
0
308.37
1963.5
2L-D10 @ 80
:
SFR
Mid
32
0
308.37
1365.91
2L-D10 @ 115
Right
46.68
0
312.503
1963.5
2L-D10 @ 80
-
Beam No
:
B302
Group No
:
G1
Analysis Reference(Member) 6m
:
5
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
8.723
0.26
170.35
402.12
2-D16
Beam Bottom
Mid
17.038
0.51
336.95
402.12
2-D16
Right
0
0.13
502.65
603.18
3-D16
Left
45.347
1.1
722.97
1005.3
3-D16
2-D16
Beam Top
Mid
7.059
0.485
137.52
603.18
3-D16
Right
43.993
1.06
699.7
1005.3
3-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
46.67
0
314.815
1963.5
2L-D10 @ 80
Mid
30.92
0
308.37
1365.91
2L-D10 @ 115
Right
46.19
0
308.37
1963.5
2L-D10 @ 80
Page 94 of 115
:
SFR
-
Beam No
:
B303
Group No
:
G1
Analysis Reference(Member) 6m
:
6
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
5.213
0.15
502.65
603.18
3-D16
Beam Bottom
Mid
13.139
0.56
368.71
402.12
2-D16
Right
32.09
0.76
500.13
603.18
3-D16
Left
50.184
1.22
807.12
1005.3
3-D16
2-D16
Beam Top
Mid
24.013
0.617
407.05
603.18
3-D16
Right
3.662
0.13
251.32
603.18
3-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
57.69
0
551.003
1963.5
2L-D10 @ 80
:
SFR
Mid
27.03
366.65
366.65
1365.91
2L-D10 @ 115
Right
21.63
366.65
366.65
1963.5
2L-D10 @ 80
1-D16EF
Beam No
:
B304
Group No
:
G1
Analysis Reference(Member) 6m
:
76
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
28.851
0.68
447.21
603.18
3-D16
Beam Bottom
Mid
12.091
0.54
353.55
402.12
2-D16
Right
7.16
0.21
502.65
603.18
3-D16
Left
0
0.13
85.8
603.18
3-D16
Beam Top
Mid
22.541
0.617
407.05
603.18
3-D16
Right
46.54
1.13
743.59
1005.3
3-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
40.76
0
308.37
1963.5
2L-D10 @ 80
SFR
:
Mid
-
Right
42.27
308.37
492.035
1963.5
2L-D10 @ 80
1-D16EF
Beam No
:
B305
Group No
:
G3
Analysis Reference(Member) 6m
:
47
Page 95 of 115
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
31.94
0.75
502.65
603.18
3-D16
Beam Bottom
Mid
25.894
0.62
407.05
603.18
3-D16
Right
32.56
0.77
507.77
603.18
3-D16
Left
52.15
1.28
841.79
1005.3
3-D16
2-D16
Beam Top
Mid
16.415
0.491
324.32
603.18
3-D16
Right
51.278
1.25
826.38
1005.3
3-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
53.52
0
467.48
1963.5
2L-D10 @ 80
:
SFR
Mid
12.75
0
308.37
1365.91
2L-D10 @ 115
Right
52.96
0
454.469
1963.5
2L-D10 @ 80
-
Beam No
:
B306
Group No
:
G4
Analysis Reference(Member) 6m
:
48
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
29.526
0.69
502.65
603.18
3-D16
Beam Bottom
Mid
19.69
0.59
391
402.12
2-D16
Right
29.55
0.69
502.65
603.18
3-D16
Left
45.987
1.11
734.02
1005.3
3-D16
2-D16
Beam Top
Mid
15.238
0.485
300.53
603.18
3-D16
Right
45.957
1.11
733.5
1005.3
3-D16
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
21.25
0
308.37
1963.5
2L-D10 @ 80
SFR
:
Mid
12.15
0
308.37
1365.91
2L-D10 @ 115
Right
20.37
0
308.37
1963.5
2L-D10 @ 80
-
Beam No
:
B307
Group No
:
G6
Analysis Reference(Member) 6m
:
83
Breadth
:
200
mm
Depth
:
400
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
mm
Page 96 of 115
Beam Type
:
Ductile Beam
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
7.978
0.24
301.59
402.12
2-D16
Beam Bottom
Mid
21.396
0.62
407.05
603.18
3-D16
Right
6.7
0.2
301.59
402.12
2-D16
Left
24.809
0.62
407.05
603.18
3-D16
Beam Top
Mid
0.37
0.485
85.8
603.18
3-D16
Right
25.994
0.62
407.05
603.18
3-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
SFR
Left
32.26
0
308.37
1963.5
2L-D10 @ 80
:
Mid
14.17
0
308.37
1365.91
2L-D10 @ 115
Right
34.18
0
308.37
1963.5
2L-D10 @ 80
-
Page 97 of 115
ROOF BEAM DESIGN SUMMARY
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\Beam\revised\REVISED 2\RB.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Level Designed
:
9m
Beam No
:
RB101
Group No
:
G1
Analysis Reference(Member) 9m
:
7
Breadth
:
200
mm
Depth
:
300
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
0.798
0.13
201.06
402.12
2-D16
Beam Bottom
Mid
4.89
0.25
126.03
402.12
2-D16
Right
0.12
0.13
201.06
402.12
2-D16
Left
12.16
0.62
308.37
402.12
2-D16
Beam Top
Mid
2.031
0.485
65
402.12
2-D16
Right
11.926
0.62
308.37
402.12
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
7.26
0
308.37
2094.4
2L-D10 @ 75
:
SFR
Mid
10.68
0
308.37
1745.33
2L-D10 @ 90
Right
12.96
0
308.37
2094.4
2L-D10 @ 75
-
Beam No
:
RB101
Group No
:
G1
Analysis Reference(Member) 9m
:
8
Breadth
:
200
mm
Depth
:
300
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
2.391
0.13
65
402.12
2-D16
Beam Bottom
Mid
4.881
0.25
125.78
402.12
2-D16
Right
0
0.13
201.06
402.12
2-D16
Left
12.887
0.62
308.37
402.12
2-D16
Beam Top
Mid
1.908
0.485
65
402.12
2-D16
Right
13.09
0.62
308.37
402.12
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
SFR
Left
8.2
0
308.37
2094.4
2L-D10 @ 75
:
Mid
11.06
0
308.37
1745.33
2L-D10 @ 90
Right
13.43
0
308.37
2094.4
2L-D10 @ 75
-
Page 98 of 115
Beam No
:
RB101
Group No
:
G1
Analysis Reference(Member) 9m
:
9
Breadth
:
200
mm
Depth
:
300
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
0.492
0.13
201.06
402.12
2-D16
Beam Bottom
Mid
7.07
0.37
183.23
402.12
2-D16
Right
12.64
0.62
308.37
402.12
2-D16
Left
15.839
0.65
323.41
402.12
2-D16
Beam Top
Mid
7.17
0.485
185.88
402.12
2-D16
Right
0.597
0.13
100.53
402.12
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
Left
5.84
0
308.37
2094.4
2L-D10 @ 75
:
SFR
Mid
3.5
0
308.37
1745.33
2L-D10 @ 90
Right
2.21
0
384.203
2094.4
2L-D10 @ 75
-
Beam No
:
RB101
Group No
:
G1
Analysis Reference(Member) 9m
:
80
Breadth
:
200
mm
Depth
:
300
mm
Material Properties
:
C21 : Fy227
Cover
:
40
Design Code
:
ACI 318M - 2014
Beam Type
:
Ductile Beam
mm
Flexure Design
Mu (kN)
PtClc (%)
Ast Calc (sqmm)
Ast Prv (sqmm)
Reinforcement
Left
11.213
0.59
293.86
402.12
2-D16
Beam Bottom
Mid
6.231
0.32
161.13
402.12
2-D16
Right
0
0.13
201.06
402.12
2-D16
Left
0
0.13
65
402.12
2-D16
Beam Top
Mid
6.741
0.485
174.57
402.12
2-D16
Right
14.619
0.62
308.37
402.12
2-D16
Shear Design
Vu (kN)
Asv Torsion (sqmm)
Asv Reqd (sqmm)
Asv Prv (sqmm)
Reinforcement
SFR
Left
10.13
0
432.945
2094.4
2L-D10 @ 75
:
Mid
15.56
0
308.37
1745.33
2L-D10 @ 90
Right
17.8
0
321.883
2094.4
2L-D10 @ 75
-
Page 99 of 115
FOOTING DESIGN CALCULATIONS
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\fOOTING\FOOTING REV3.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Definitions:
1.
A
=
Plan area of footing base in sqmm
2.
Ast (min)
=
Area of longitudinal reinforcement as per code cl. 7.12.2.1 in sqmm
3.
Ast Prv
=
Area of tensile reinforcement provided in sqmm
4.
Ast Rqd
=
Area of longitudinal reinforcement from bearing moment and minimum % steel
provided by user and as per code cl 7.12.2.1 in sqmm
5.
Av
=
Area of shear reinforcement required in sqmm
6.
AvPrv
=
Area of shear reinforcement provided in sqmm
7.
A1
=
Bearing area of footing at slope of 1:2 in sqmm
8.
A2
=
C/s Area of column in sqmm
9.
B
=
Width of footing base in mm
10.
Beff
=
Effective width of footing in mm
11.
Boff
=
Footing offset along B in mm
12.
BoffB
=
Footing offset along B above column in plan
13.
BoffT
=
Footing offset along B below column in plan
14.
B1
=
Width of sloped footing at top in mm
15.
ColOff
=
Column offset in sloped footing in mm
16.
Cx
=
Width of column in mm
17.
Cy
=
Length of Column in mm
18.
D
=
Depth of footing in mm
19.
d
=
Effective Depth of footing in mm
20.
Dfd
=
Depth of founding layer in m
21.
Dw
=
Ground water level in m
22.
Ec
=
Modulus of elasticity of concrete in N/sqmm
23.
Es
=
Modulus of elasticity of steel in N/sqmm
24.
Foss
=
Safety factor against sliding
25.
Fosu
=
Safety factor against uplift
26.
Fst
=
Stress in steel in N/sqmm
27.
F'c
=
Characteristic strength of concrete in N/sqmm
28.
Icr
=
Moment of Inertia of concrete crack section N/sqmm
29.
L
=
Length of footing base in mm
30.
Leff
=
Effective length of footing in mm
31.
Loff
=
Footing offset along L in mm
32.
LoffL
=
Footing offset along L on left side of column
33.
LoffR
=
Footing offset along L on right side of column
34.
L1
=
Length of sloped footing at top in mm
35.
Mcr
=
Cracking Moment
36.
Mx
=
Bending Moment along column D in kN-m
37.
Mex
=
Eccentricity moment along column D
38.
Mxx
=
Total Bending Moment along column D (Mx + Mex)
39.
My
=
Bending Moment along column B in kN-m
40.
Mey
=
Eccentricity moment along column B
41.
Myy
=
Total Bending Moment along column B (My + Mey)
42.
Muy
=
Factored moment along column B in kN-m
43.
Mux
=
Factored moment along column D in kN-m
44.
Netdown
=
Net downward load in kN
45.
OB
=
Maximum permissible offset on bottom side of column
46.
OL
=
Maximum permissible offset on left side of column
47.
OR
=
Maximum permissible offset on right side of column
48.
OT
=
Maximum permissible offset on top side of column
49.
P
=
Axial load for footing sizing in kN
50.
Pcr(axial)
=
Design pressure at the critical section kN/sqm
51.
P1
=
Soil pressure at corner 1 in kN/sqm
52.
P2
=
Soil pressure at corner 2 kN/sqm
53.
P3
=
Soil pressure at corner 3 kN/sqm
54.
P4
=
Soil pressure at corner 4 kN/sqm
Page 100 of 115
55.
q
=
Surcharge Load in kN/sqm
56.
sp
=
Spacing Between bars at outer most layer in mm
57.
SPu
=
Upward Soil Pressure in kN/sqm
58.
SPuL
=
Upward Soil Pressure from left
59.
SPuR
=
Upward Soil Pressure from right
60.
SPuB
=
Upward Soil Pressure from bottom
61.
SPuT
=
Upward Soil Pressure from top
62.
Temp1
=
Peak Hydration temperature in Degree
63.
Temp2
=
Seasonal Temperature Variations in Degree
64.
Vs Capacity
=
Shear strength capacity of provided shear reinforcement kN
65.
Vs
=
Nominal shear strength provided by shear reinforcement, in KN
66.
Vc
=
Nominal shear strength provided by concrete in kN
67.
Vu
=
Design shear force in kN
68.
Vus
=
Strength of shear reinforcement in kN
69.
Vx
=
Shear along major axis in kN
70.
Vy
=
Shear along minor axis in kN
71.
Waterpr
=
Upward water pressure in kN/sqm
72.
Waterup
=
Upward force due to water in kN/sqm
73.
WFoot
=
Add. Wt. due to difference in concrete and soil density in kN
74.
WFootc
=
Weight of footing and column with concrete density in kN
75.
WSoil
=
Weight of soil covering footing area in kN
76.
y
=
Neutral axis depth.
77.
Zx
=
Section modulus of footing base along L in mm3
78.
Zy
=
Section modulus of footing base along B in mm3
79.
Φ
=
Strength reduction factor in shear
80.
Φ1
=
Strength reduction factor in concrete bearing
81.
Φ1Pnb
=
Bearing strength of column in kN
Code References:
ACI 318M - 2014
Sr.No. Item
Clause / Table
1.
Ptmax
:
7.3.3.1, 8.3.3.1, 9.3.3.1
2.
Ptmin
:
7.6.1.1 & 8.6.1.1/7.7.2.3
3.
Vc
:
22.6.5
4.
Av
:
22.5.10.5 & 22.6.7
5.
Max Stirrup Spacing
:
9.7.6.2 & 10.7.6.5
6.
Vs
:
22.5.1.2
7.
fs,perm
:
10.6.4
8.
fc,perm
:
10.2.7.1
9.
Wcr
:
Eq 4.2(a)
Design Code
:
ACI 318M - 2014
Footing No
:
FC-1
Column No
:
C1
Analysis No
:
70
Concrete Grade
:
C21
Steel Grade
:
Fy227
Clear Cover
:
75 mm
Dfd
:
2.5 M
Dw
:
1M
Offset right OL
:
0
mm
Offset bottom OB
:
300
mm
Density of Soil
=
18
KN/cuM
Soil Bearing Capacity
=
200
kN/sqm
Gross Bearing Capacity
=
245
kN/sqm
Permissible SBC Increase for EQ
=
33
%
Permissible SBC Increase for Wind
=
0
%
Live Load Reduction
=
0
%
( 400mm X 300mm)
Maximum permissible offsets
Page 101 of 115
Permissible area of loss of contact
=
50
%
Design cross section by Consider overburden
pressure
:
Average pressure
Footing Type
:
Pad (E)
Footing Size (L x B x D)
:
1500mm X 1400mm X 300mm
Effective Self Weight
=
15.75
KN
Loff
=
0
mm
Boff
=
250
mm
Critical Analysis Load Combination
=
15
Critical Load Combination
=
[3] : (LOAD 3: LOAD CASE DEAD LOAD) +(LOAD 4: LOAD CASE LIVE
LOAD)
Pcomb
=
334.95
P
=
Pcomb + Effective Self Weight
P
=
350.70
kN
Mx
=
0
kNm
Mex
=
0
kNm
Mxx
=
0
kNm
My
=
0
kNm
Mey
=
83.74
kNm
Myy
=
83.74
kNm
P/A
=
167
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
170.89
kN/sqm
Maximum Soil Pressure
=
337.89
kN/sqm
Allowable Soil Pressure
=
1 X 300 + 45
kN/sqm
=
345
kN/sqm
Critical Analysis Load Combination
=
15
Critical Load Combination
=
[3] : (LOAD 3: LOAD CASE DEAD LOAD) +(LOAD 4: LOAD CASE LIVE
LOAD)
Pcomb
=
350.7
P
=
Pcomb + Effective Self Weight
P
=
350.7
kN
Mx
=
0
kNm
Mex
=
0
kNm
Mxx
=
0
kNm
My
=
0
kNm
Mey
=
0
kNm
Myy
=
83.74
kNm
P/A
=
167
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
159.5
kN/sqm
Minimum Soil Pressure
=
-3.89
kN/sqm
<
0
Uplift condition
=
Long edge uplift
Area of loss of contact
=
0.02448
sqm
=
1.166
%
<
50
%
Corner pressure P1
=
337.937
kN/sqm
Corner pressure P2
=
337.937
kN/sqm
Corner pressure P3
=
-3.985
kN/sqm
Corner pressure P4
=
-3.985
kN/sqm
Point of zero pressure
Distance measured from uplift corner
Along short edge 1
=
0.02
m
Along short edge 2
=
0.02
m
P
=
350.7
kN
Mx
=
0
kNm
Check For Maximum Soil Pressure:
kN
Check For Minimum Soil Pressure:
Footing designed with loss of contact
kN
Page 102 of 115
Mex
=
0
kNm
Mxx
=
0
kNm
My
=
0
kNm
Mey
=
83.74
kNm
Myy
=
83.74
kNm
P/A
=
167
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
170.89
kN/sqm
Minimum Soil Pressure
=
-3.89
kN/sqm
>
0
Critical Analysis Load Combination
=
14
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
Mux
=
0
kNm
Muy
=
0
kNm
Mey
=
105.23
kNm
Myy
=
105.23
kNm
P/A
=
200.44
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
214.76
kN/sqm
Deff
=
217
mm
Beff
=
1400
mm
SPuL
=
207.6
kN/sqm
SPuR
=
207.6
kN/sqm
Mu
=
Maximum[SPuL,SPuR] X B X Loff X Loff / 2
Design For Bending:
Bottom Reinforcement Along L:
=
43.96
kNm
Ast Rqd
=
1399
sqmm
Ast (min)
=
1399
sqmm
Ast Prv
=
7 - D16 @ 235
=
1407
sqmm
Percentage loss of contact (LOC)
=
1.166
%
Weight of footing per unit area (W1)
=
D X Concrete Density
=
7.5
=
(Df - D) X SoilDen
=
39.6
=
W1 + W2
=
47.1
Distributed Across Total Width
Top Steel Along L:
Weight of soil over footing (W2)
Total downward weigth per unit area (W)
Component of footing length subjected to LOC
=
(LOCL)
Moment along L
Effective width
kN/sqm
kN/sqm
kN/sqm
(LOC / 100) X L
=
17.49
=
W X (LOCL^2) X B / 2
mm
=
0.01
=
B
kNm
=
1400
mm
Pt
=
0.46
%
Ast Calculated
=
1399
sqmm
Ast Provided
=
D16 @ 235 c/c
=
1407
Critical Analysis Load Combination
=
14
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
Mux
=
0
kNm
Muy
=
0
kNm
Mey
=
105.23
kNm
Myy
=
105.23
kNm
sqmm
Bottom Reinforcement Along B:
Page 103 of 115
P/A
=
200.44
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
214.76
kN/sqm
Deff
=
201
mm
Leff
=
1500
mm
SPuT
=
115.56
kN/sqm
SPuB
=
369.18
kN/sqm
Mu
=
Maximum[SPuT, SPuB] X L X Boff X Boff / 2
=
55.47
kNm
Ast Rqd
=
1392
sqmm
Ast (min)
=
1499
sqmm
Ast Prv
=
7 - D16 @ 250
=
1407
sqmm
Percentage loss of contact (LOC)
=
1.166
%
Weight of footing per unit area (W1)
=
D X ConDen
=
7.5
=
(Df - D) X SoilDen
=
39.6
=
W1 + W2
=
47.1
=
(LOC / 100) X B
=
16.324
=
W X (LOCB^2) X L / 2
=
0.009
=
L
Distributed Across Total Length
Top Steel Along B:
Weight of soil over footing (W2)
Total downward weigth per unit area (W)
Component of footing breadth subjected to
LOC (LOCB)
Moment along B
Effective width
kN/sqm
kN/sqm
kN/sqm
mm
kNm
=
1500
mm
Pt
=
0.5
%
Ast Calculated
=
1499
sqmm
Ast Provided
=
8 - D16 @ 215 c/c
=
1608
sqmm
mm
Design For Shear:
One Way Shear Along L:
Critical Section @ d from Column Face
=
217
Critical Analysis Load Combination
=
14
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
Mux
=
0
kNm
Muy
=
0
kNm
Mey
=
105.23
kNm
Myy
=
105.23
kNm
P/A
=
200.44
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
214.76
kN/sqm
Deff
=
217
mm
Beff
=
1400
mm
SPuL
=
207.6
kN/sqm
SPuR
=
207.6
kN/sqm
Vu
=
Maximum(SPuL,SPuR] X (Loff - d) X B
=
96.78
kN
φVc
=
185.01
kN
Vu
<
φVc
=
201
=
14
One Way Shear Along B:
Critical Section @ d from Column Face
Critical Analysis Load Combination
mm
Page 104 of 115
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD
LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
Mux
=
0
kNm
Muy
=
0
kNm
Mey
=
105.23
kNm
Myy
=
105.23
kNm
P/A
=
200.44
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
214.76
kN/sqm
Deff
=
201
mm
Leff
=
1500
mm
SPuT
=
84.73
kN/sqm
SPuB
=
400.02
kN/sqm
Vu
=
Maximum(SPuT,SPuB] X (Boff - d) X L
=
76.13
kN
φVc
=
183.74
kN
Vu
<
φVc
=
104
Critical Analysis Load Combination
=
14
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
Mux
=
0
kNm
Muy
=
105.23
kNm
P/A
=
200.44
kN/sqm
Mxx/Zx
=
0
kN/sqm
Myy/Zy
=
214.76
kN/sqm
Deff
=
209
mm
Leff
=
609
mm
Beff
=
509
mm
Punching Perimeter
=
2236
mm
Punching Area
=
467324
sqmm
SPu
=
Average Pressure
=
200.44
=
{ SPu [ (L x B)- (Leff x Beff)]}
Design For Punching Shear:
Critical Section @ d/2 from Column Face
Vu
mm
kN/sqm
=
358.8
kN
φVn
=
803.08
kN
φVc
=
530.033
kN
Vu
<
φVc
No Shear Reinforcement Required
Load Transfer Check For Load Transfer From Column To Footing
Critical Analysis Load Combination
=
14
Critical Load Combination
=
[5] : 1.2 (LOAD 3: LOAD CASE DEAD
LOAD) +1.6 (LOAD 4: LOAD CASE
LIVE LOAD)
Pu
=
420.93
kN
A2
=
0.12
sqm
A1
=
2.4
sqm
Base Area
=
2.1
sqm
A1
>
Base Area
Thus, A1
=
2.1
Modification Factor
=
SquareRoot(A1/A2) < = 2
SquareRoot(A1/A2)
=
4.1833
Thus, Modification Factor
=
2
Φ1
=
0.65
Φ1Pnb
=
Φ1 X 0.85 X Fck X Modication Factor X Column Area
=
2784.6
kN
Page 105 of 115
COLUMN DESIGN SUMMARY
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\Column\REVISED\COLUMN.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
Design Code:
ACI 318M - 2014
Load Combinations :
Levels :
1.
1.4 (LOAD 3: LOAD CASE DEAD LOAD)
2.
1.2 (LOAD 3: LOAD CASE DEAD LOAD) +1.6 (LOAD 4: LOAD CASE LIVE LOAD)
3.
(LOAD 3: LOAD CASE DEAD LOAD) +(LOAD 4: LOAD CASE LIVE LOAD)
1.
FOUNDATION
2.
0m
3.
3m
4.
6m
5.
9m
Page 106 of 115
Column/Wall : C1
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
242.66
-7.75
4.14
1.68
0.1
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
177.39
11.47
5.9
1.68
0.16
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
94.87
14.87
9.41
1.68
0.24
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
26.36
-9.18
-2.97
2.01
0.18
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C2
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
367.32
-0.08
2.67
1.68
0.03
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
278.85
0.97
5.72
1.68
0.08
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
152.89
1.75
9.27
1.68
0.15
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
35.75
1.15
4.47
2.01
0.18
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C3
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
411.76
-9.64
3.5
1.68
0.11
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
291.99
6.3
6.54
1.68
0.12
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
153.35
-0.15
9.62
1.68
0.15
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
37.87
0.67
4.62
2.01
0.19
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C4
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
283.44
18.86
5.29
1.68
0.2
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
201.22
21.07
-6.56
1.68
0.25
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
96.74
-16.01
9.42
1.68
0.25
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
21.89
-10.22
3.35
2.01
0.2
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C5
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
244.12
-7.49
-4.69
1.68
0.11
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
178.37
11.19
-6.49
1.68
0.16
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
95.42
14.9
-9.75
1.68
0.24
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
26.55
-8.54
3.65
2.01
0.18
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C6
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
1 TO 2
300 X 400 C21 : Fy227
2
14
367.36
0.35
-2.7
1.68
0.04
10-D16
D10 @ 75 + D10 @
150
2 TO 3
300 X 400 C21 : Fy227
2
14
278.89
0.51
-5.8
1.68
0.08
10-D16
D10 @ 75 + D10 @
Page 107 of 115
Pt (%) Interaction
Main
Ratio
Reinforcement
Links
3 TO 4
300 X 400 C21 : Fy227
2
14
152.97
1.57
-9.26
1.68
0.15
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
35.8
0.42
-4.5
2.01
0.19
8-D16
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C7
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
414.82
-9.9
-2.88
1.68
0.11
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
303.94
-9.18
4.69
1.68
0.12
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
153.62
0.4
-9.12
1.68
0.15
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
37.7
0.34
-3.98
2.01
0.17
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : C8
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
1 TO 2
300 X 400 C21 : Fy227
2
14
278.87
5.32
15.66
1.68
0.24
10-D16
2 TO 3
300 X 400 C21 : Fy227
2
14
198.42
-7.01
17.57
1.68
0.29
10-D16
3 TO 4
300 X 400 C21 : Fy227
2
14
94.21
10.26
-15.55
1.68
0.29
10-D16
4 TO 5
200 X 400 C21 : Fy227
2
14
20.23
4.16
-5.79
2.01
0.2
8-D16
Links
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 75 + D10 @
150
D10 @ 50 + D10 @
100
Column/Wall : PC1
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
Pt (%) Interaction
Main
Ratio
Reinforcement
2 TO 3
200 X 300 C21 : Fy227
2
14
29.02
-0.38
3.81
2.01
0.21
6-D16
3 TO 4
200 X 300 C21 : Fy227
2
14
26.47
-0.74
5.2
2.01
0.29
6-D16
4 TO 5
200 X 300 C21 : Fy227
2
14
5.85
0.93
-5.28
2.01
0.31
6-D16
Links
D10 @ 50 + D10 @
100
D10 @ 50 + D10 @
100
D10 @ 50 + D10 @
100
Column/Wall : PC2
Level
Size (mm)
Material
LC
Analysis P (kN)
Mx
LC No
(kNm)
My
(kNm)
2 TO 3
200 X 300 C21 : Fy227
2
14
29.08
-0.29
-3.25
2.01
0.18
6-D16
3 TO 4
200 X 300 C21 : Fy227
2
14
28.2
-0.57
-4.69
2.01
0.26
6-D16
4 TO 5
200 X 300 C21 : Fy227
2
14
7.3
0.98
4.19
2.01
0.24
6-D16
Page 108 of 115
Pt (%) Interaction
Main
Ratio
Reinforcement
Links
D10 @ 50 + D10 @
100
D10 @ 50 + D10 @
100
D10 @ 50 + D10 @
100
SLAB DESIGN CALCULATIONS
Project Name
:
PROPOSED 3 STOREY RESIDENTIAL BLDG
Client Name
:
REGINA PABLO VALDEZ
Engineer Name
:
ENGR. DANIEL G. CACHERO
Design File
:
F:\dags\ARt\RCDC\SLAB\REVISED\2F SLAB.rcdx
Analysis File
:
F:\dags\ARt\New folder\3 Storey Building(rev1).STD
Analysis Last Modified
:
4/26/2022 1:56:17 PM
NOTES:
1. Density of concrete assumed as 25 kN/Cum.
Definitions Of Terms: :
1.
αf
=
Ratio of flexural stiffness of beam section to flexural stiffness of slab.
2.
βt
=
Ratio of torsional stiffness of edge beam section to flexural stiffness of slab.
3.
Φt
=
Strength reduction factor.
4.
As
=
Area of Tension reinforcement required in sqmm.
5.
As,min
=
Min area of flexural reinforcement in sqmm.
6.
AstPrv
=
Area of longitudinal reinforcement provided at given section in sqmm.
7.
Ast
=
Total area of longitudinal reinforcement calculated at a given section in
sqmm.
8.
b
=
Width of the Slab in mm.
9.
B1 to B4
=
Width of beams around slab in mm.
10.
Cc
=
Effective Cover to tension reinforcement in mm.
11.
CA and CB
=
cross-sectional constant to define torsional properties of slab and beam.
12.
deff
=
Effective depth of slab in mm.
13.
D1 to D4
=
Depth of beams around slab.
14.
Icr
=
Moment of Inertia of concrete crack section.
15.
Ln
=
Length of clear span in direction that moment are being determined in mm.
16.
L2
=
Length of adjacent span of Ln in mm.
17.
lb1 to lb2
=
Moment of inertia of beams around slab in mm4.
18.
Mcr
=
Cracking Moment.
19.
Mu
=
Factored Bending Moment at a section in kNm.
20.
Ptmin
=
Minimum percentage steel as per clause 10.
21.
PtPrv
=
Provided percentage steel.
22.
Vc
=
Nominal shear strength provided by concrete in kN.
23.
Vu
=
Factored Shear Force at a section in kN.
24.
Vud
=
Design Shear Force in kN.
25.
y
=
Neutral axis depth.
Code References :
ACI 318M - 2014
Item
CLAUSE / TABLE
1.
Ptmax
:
7.3.3.1, 8.3.3.1, 9.3.3.1
2.
Ptmin
:
7.6.1.1 & 8.6.1.1/7.7.2.3
3.
Vc
:
22.6.5
4.
Av
:
22.5.10.5 & 22.6.7
5.
Moment calculations
:
8.10
6.
spacing between main bars
:
7.7.2
7.
spacing between distribution bars
:
7.7.6 & 8.7.2
8.
Minimum reinforcement
:
7.6.1 & 8.6.1
9.
fs,perm
:
10.6.4
10.
fc,perm
:
10.2.7.1
10.
Wcr
:
Eq 4.2(a)
Slab No. :
S1
Level
=
3m
Design Code
=
ACI 318M - 2014
Grade Of Concrete
=
C21
Grade Of Steel
=
Fy227
Clear Cover
=
20.000
mm
Long Span, Ly
=
3.770
m
Page 109 of 115
Short Span, Lx
=
3.100
m
Imposed Load
=
5.000
kN/sqm
Live Load, Qk
=
2.400
kN/sqm
Slab Thickness
=
125.000
mm
Effective Depth Along LX, Deffx
=
100.000
mm
Effective Depth Along LY, Deffy
=
90.000
mm
Self Weight
=
3.125
kN/sqm
Total Load, TL (ultimate)
=
13.590
kN/sqm
Span
=
2-Way
Load Combination
=
1.2 DL + 1.6 LL
Short Span
Side1
Side2
Beam
B (mm)
D (mm)
Ib (mm4) x106
Adjacent Slab
Thk (mm)
Span (mm)
Ib (mm4) x106
αf lx, αf ly
αf
Ln (mm)
L2 (mm)
Total BM (kNm)
Bottom
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M1, M3 (kNm)
Top
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M2, M4 (kNm)
Long Span
Side1
Side2
300
400
300
400
300
400
300
400
1600
1600
1600
1600
-
-
125
3970
-
252.28
252.28
629.88
306.8
6.34
6.34
2.54
5.22
5.11
2800
2035
27.1
3470
1700
34.77
0.85
22.77
15.6
7.17
13.26
2.34
0.57
19.82
13.58
6.24
11.54
2.04
0.16
4.34
2.97
1.37
2.53
0.451
0.7
24.34
16.68
7.66
14.18
2.5
Design Moments:
Short Span Positive Moment At Midspan M1
=
2.340
kNm
Area Of Reinforcement Required (BM)
=
115.373
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Short Span Negative Moment At Continuous Support M2
=
N.A.
kNm
Area Of Reinforcement Required (BM)
=
N.A.
sqmm/m
Reinforcement Provided
=
N.A.
=
N.A.
sqmm/m
M3
=
2.037
kNm
Area Of Reinforcement Required (BM)
=
111.667
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Long Span Positive Moment At Midspan -
Long Span Negative Moment At Continuous Support M4
=
2.502
kNm
Area Of Reinforcement Required (BM)
=
137.387
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Area Of Reinforcement Required
=
180.000
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
Distribution Reinforcement @ 0.18% -
sqmm/m
Page 110 of 115
Shear Check :
Along Short Span
Vsx (TL(ultimate) x Lx / 4)
=
10.532
kN
Nominal Shear, Vc
=
77.904
kN
>
10.532
Slab Is Safe In Shear
Vsy (TL(ultimate) x Lx / 2 x (1 - (Lx / (2 x =
Ly))))
12.404
kN
Nominal Shear, Vc
=
70.113
kN
>
12.404
Slab Is Safe In Shear
Along Long Span
Slab No. :
S2
Level
=
3m
Design Code
=
ACI 318M - 2014
Grade Of Concrete
=
C21
Grade Of Steel
=
Fy227
Clear Cover
=
20.000
mm
Long Span, Ly
=
3.970
m
Short Span, Lx
=
3.100
m
Imposed Load
=
5.000
kN/sqm
Live Load, Qk
=
2.400
kN/sqm
Slab Thickness
=
125.000
mm
Effective Depth Along LX, Deffx
=
100.000
mm
Effective Depth Along LY, Deffy
=
90.000
mm
Self Weight
=
3.125
kN/sqm
Total Load, TL (ultimate)
=
13.590
kN/sqm
Span
=
2-Way
Load Combination
=
1.2 DL + 1.6 LL
Short Span
Side1
Side2
Beam
B (mm)
D (mm)
Ib (mm4) x106
Adjacent Slab
Thk (mm)
Span (mm)
Ib (mm4) x106
αf lx, αf ly
αf
Ln (mm)
L2 (mm)
Total BM (kNm)
Bottom
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M1, M3 (kNm)
Top
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M2, M4 (kNm)
Long Span
Side1
Side2
300
400
300
400
300
400
300
400
1600
1600
1600
1600
-
-
125
1920
125
3770
252.28
252.28
479.33
629.88
6.34
6.34
3.34
2.54
4.64
2800
2135
28.43
3670
1700
38.9
0.85
23.88
15.9
7.98
13.52
2.39
0.35
13.61
9.06
4.55
7.7
1.36
0.16
4.55
3.03
1.52
2.57
0.451
0.65
25.28
16.83
8.45
14.31
2.53
Design Moments:
Short Span Positive Moment At Midspan M1
=
2.385
kNm
Area Of Reinforcement Required (BM)
=
117.640
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
Page 111 of 115
=
363.000
sqmm/m
Short Span Negative Moment At Continuous Support M2
=
N.A.
kNm
Area Of Reinforcement Required (BM)
=
N.A.
sqmm/m
Reinforcement Provided
=
N.A.
=
N.A.
sqmm/m
M3
=
1.360
kNm
Area Of Reinforcement Required (BM)
=
74.335
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Long Span Positive Moment At Midspan -
Long Span Negative Moment At Continuous Support M4
=
2.525
kNm
Area Of Reinforcement Required (BM)
=
138.685
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Area Of Reinforcement Required
=
180.000
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
Distribution Reinforcement @ 0.18% -
sqmm/m
Page 112 of 115
Shear Check :
Along Short Span
Vsx (TL(ultimate) x Lx / 4)
=
10.532
kN
Nominal Shear, Vc
=
77.904
kN
>
10.532
Slab Is Safe In Shear
Vsy (TL(ultimate) x Lx / 2 x (1 - (Lx / (2 x =
Ly))))
12.840
kN
Nominal Shear, Vc
=
70.113
kN
>
12.840
Slab Is Safe In Shear
Along Long Span
Slab No. :
S3
Level
=
3m
Design Code
=
ACI 318M - 2014
Grade Of Concrete
=
C21
Grade Of Steel
=
Fy227
Clear Cover
=
20.000
mm
Long Span, Ly
=
3.100
m
Short Span, Lx
=
1.920
m
Imposed Load
=
5.000
kN/sqm
Live Load, Qk
=
2.400
kN/sqm
Slab Thickness
=
125.000
mm
Effective Depth Along LX, Deffx
=
100.000
mm
Effective Depth Along LY, Deffy
=
90.000
mm
Self Weight
=
3.125
kN/sqm
Total Load, TL (ultimate)
=
13.590
kN/sqm
Span
=
2-Way
Load Combination
=
1.2 DL + 1.6 LL
Short Span
Side1
Side2
Beam
B (mm)
D (mm)
Ib (mm4) x106
Adjacent Slab
Thk (mm)
Span (mm)
Ib (mm4) x106
αf lx, αf ly
αf
Ln (mm)
L2 (mm)
Total BM (kNm)
Bottom
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M1, M3 (kNm)
Top
Moment Coefficent
Distributed Moment (kNm)
CS Moment (kNm)
MS Moment (kNm)
Moment on Beam (kNm)
Design Moment M2, M4 (kNm)
Long Span
Side1
Side2
300
400
300
400
300
400
300
400
1600
1600
1600
1600
-
125
3970
-
-
156.25
479.33
252.28
252.28
10.24
3.34
6.34
6.34
6.57
1620
1700
7.58
2800
1110
14.78
0.57
4.32
2.44
1.88
2.08
0.37
0.84
12.42
7.02
5.39
5.97
1.05
0.7
5.31
3
2.3
2.55
0.451
0.16
2.37
1.34
1.03
1.14
0.2
Design Moments:
Short Span Positive Moment At Midspan M1
=
0.367
kNm
Area Of Reinforcement Required (BM)
=
17.961
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
Page 113 of 115
=
363.000
sqmm/m
Short Span Negative Moment At Continuous Support M2
=
0.450
kNm
Area Of Reinforcement Required (BM)
=
22.063
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
M3
=
1.054
kNm
Area Of Reinforcement Required (BM)
=
57.534
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
sqmm/m
Long Span Positive Moment At Midspan -
Long Span Negative Moment At Continuous Support M4
=
N.A.
kNm
Area Of Reinforcement Required (BM)
=
N.A.
sqmm/m
Reinforcement Provided
=
N.A.
=
N.A.
sqmm/m
Area Of Reinforcement Required
=
180.000
sqmm/m
Reinforcement Provided
=
D10 @ 195 C/C
=
363.000
Distribution Reinforcement @ 0.18% -
sqmm/m
Page 114 of 115
Shear Check :
Along Short Span
Vsx (TL(ultimate) x Lx / 4)
=
6.523
kN
Nominal Shear, Vc
=
77.904
kN
>
6.523
Slab Is Safe In Shear
Vsy (TL(ultimate) x Lx / 2 x (1 - (Lx / (2 x =
Ly))))
9.006
kN
Nominal Shear, Vc
=
70.113
kN
>
9.006
Slab Is Safe In Shear
Along Long Span
Page 115 of 115