Project Report
Model File: amriya, Revision 0
5/17/2023
Table of Contents
1. Structure Data
4
1.1 Story Data
4
1.2 Grid Data
4
1.3 Point Coordinates
4
1.4 Line Connectivity
8
1.5 Area Connectivity
10
1.6 Mass
15
2. Properties
17
2.1 Materials
17
2.2 Frame Sections
17
2.3 Shell Sections
17
2.4 Reinforcement Sizes
17
3. Loads
19
3.1 Load Patterns
19
3.2 Auto Wind Loading
19
3.3 Auto Seismic Loading
22
3.4 Functions
27
3.4.1 Response Spectrum Functions
27
3.5 Load Cases
27
3.6 Load Combinations
28
4. Analysis Results
30
4.1 Structure Results
30
4.2 Story Results
39
4.3 Modal Results
81
5. Design Data
84
5.1 Concrete Frame Design
84
5.2 Concrete Slab Design
84
ETABS v21.0.0
Page 2 of 85
List of Tables
Table 1.1 Story Definitions
4
Table 1.2 Grid Definitions - General
4
Table 1.3 Grid Definitions - Grid Lines
4
Table 1.4 Point Bays
4
Table 1.5 Column Bays
8
Table 1.6 Beam Bays
8
Table 1.7 Floor Bays
10
Table 1.8 Wall Bays
15
Table 1.9 Mass Source Definition
15
Table 1.10 Centers Of Mass And Rigidity
15
Table 1.11 Mass Summary by Diaphragm
16
Table 1.12 Mass Summary by Story
16
Table 1.13 Mass Summary by Group
16
Table 2.1 Material Properties - General
17
Table 2.2 Frame Section Property Definitions - Summary
17
Table 2.3 Area Section Property Definitions - Summary
17
Table 2.4 Reinforcing Bar Sizes
18
Table 3.1 Load Pattern Definitions
19
Table 3.5 Functions - Response Spectrum - Eurocode8-2004
27
Table 3.6 Load Case Definitions - Summary
27
Table 3.7 Load Combination Definitions
28
Table 4.1 Base Reactions
30
Table 4.2 Centers Of Mass And Rigidity
31
Table 4.3 Diaphragm Center Of Mass Displacements
31
Table 4.4 Story Max Over Avg Displacements
39
Table 4.5 Story Drifts
45
Table 4.6 Story Max Over Avg Drifts
59
Table 4.7 Story Forces
66
Table 4.8 Modal Periods And Frequencies
82
Table 4.9 Modal Participating Mass Ratios
82
Table 4.10 Modal Load Participation Ratios
82
Table 4.11 Modal Direction Factors
83
Table 5.1 Concrete Frame Design Preferences - Eurocode 2-2004
84
Table 5.2 Concrete Slab Design Preferences - Eurocode 2-2004
84
ETABS v21.0.0
Page 3 of 85
Structure Data
5/17/2023
1 Structure Data
This chapter provides model geometry information, including items such as story levels, point coordinates, and
element connectivity.
1.1 Story Data
Table 1.1 - Story Definitions
Height Master
m
Story
Similar To
Splice
Story
Color
No
None
No
Blue
2.91
No
2ND FLOOR
No
Green
2.91
Yes
None
No
Cyan
1ST FLOOR
2.91
No
None
No
Red
GROUND FLOOR
2.5
No
None
No
Magenta
Tower
Name
T1
ROOF
2.91
T1
3RD FLOOR
T1
2ND FLOOR
T1
T1
1.2 Grid Data
Table 1.2 - Grid Definitions - General
Tower
Name
Type
Ux
m
Uy
m
Rz
deg
Story
Range
Bubble
Size
mm
Color
T1
G1
Cartesian
0
0
0
Default
800
DarkCyan
Table 1.3 - Grid Definitions - Grid Lines
Name
Grid Line
Type
Ordinate Bubble
Visible
m
Location
G1
X (Cartesian)
A
0
End
Yes
G1
X (Cartesian)
A'
3
End
Yes
G1
X (Cartesian)
B
6.62
End
Yes
G1
X (Cartesian)
B'
8.12
End
Yes
G1
X (Cartesian)
C
10.92
End
Yes
G1
Y (Cartesian)
1
0
Start
Yes
G1
Y (Cartesian)
2
4.05
Start
Yes
G1
Y (Cartesian)
3
6.9
Start
Yes
G1
Y (Cartesian)
4
11.2
Start
Yes
G1
Y (Cartesian)
5
13.9
Start
Yes
G1
Y (Cartesian)
6
18.6
Start
Yes
ID
1.3 Point Coordinates
Table 1.4 - Point Bays
ETABS v21.0.0
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
1
No
2
No
3
0
0
0
4.05
3
0
No
3
4.05
0
4
No
6.62
4.05
0
5
No
8.12
4.05
0
6
No
10.92
4.05
0
7
No
0
6.9
0
Page 4 of 85
Structure Data
5/17/2023
Table 1.4 - Point Bays (continued)
ETABS v21.0.0
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
8
No
0
11.2
0
9
No
3
6.9
0
10
No
3
11.2
0
11
No
6.62
6.9
0
12
No
6.62
11.2
0
13
No
8.12
6.9
0
14
No
8.12
11.2
0
15
No
10.92
6.9
0
16
No
10.92
11.2
0
17
No
0
13.9
0
18
No
0
18.6
0
19
No
3
13.9
0
20
No
3
18.6
0
21
No
6.62
13.9
0
22
No
6.62
18.6
0
23
No
8.12
13.9
0
24
No
8.12
18.6
0
25
No
10.92
13.9
0
26
No
10.92
18.6
0
27
No
0
0
0
28
No
6.62
0
0
29
No
8.12
0
0
30
No
10.92
0
0
31
No
-1.6
0
0
32
No
-1.6
-1.75
0
33
No
0
-1.75
0
34
No
0.25
-1.75
0
35
Yes
9.52
10.875
0
36
No
0.2502
0
0
37
No
6.6444
-1.75
0
38
No
10.92
-1.9
0
39
No
13.22
0
0
40
Yes
5.4623
10.0625
0
41
No
13.145
6.9
0
42
No
13.145
11.2
0
43
No
0.2502
-1.2
0
44
No
3.8
-1.2
0
45
No
3.8
0
0
46
No
13.195
18.6
0
47
No
-2.225
13.9
0
48
No
7.3
0
0
49
Yes
5.4623
10.0625
0
50
Yes
5.4748
9.1875
0
51
No
4.925
18.6
0
52
Yes
5.4623
9.3
0
Page 5 of 85
Structure Data
5/17/2023
Table 1.4 - Point Bays (continued)
ETABS v21.0.0
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
53
No
8.315
18.6
0
54
No
9.52
6.9
0
55
No
3.8
-1.75
0
56
No
7.3
-1.75
0
57
No
7.3
-1.2
0
58
No
10.675
-1.2
0
59
No
10.675
0
0
60
No
10.675
-1.725
0
61
No
13.125
-1.725
0
62
No
13.125
0
0
63
No
13.1
0
0
64
No
13.1
2.925
0
65
No
10.92
2.925
0
66
No
13.1
4.05
0
67
No
13.1
6.9
0
68
No
0
2.025
0
69
No
10.92
6.9
1.455
70
No
13.1
11.21
0
71
No
10.92
11.21
0
72
No
13.1
11.2
0
73
No
13.1
13.925
0
74
No
10.92
13.925
0
75
No
13.1
13.9
0
76
No
13.1
18.6
0
77
No
10.92
2.025
0
78
No
8.12
6.9
1.455
79
No
0
-1.6
0
80
No
-2.1754
0
0
81
No
-2.1754
2.925
0
82
Yes
9.52
10.875
0
83
No
0.0046
4.05
0
84
No
-2.1754
4.05
0
85
No
-2.1754
6.9
0
86
No
0.0046
6.9
0
87
No
-2.1754
11.21
0
88
No
0.0046
11.21
0
89
No
0.0046
11.2
0
90
No
-2.1754
11.2
0
91
No
-2.1754
13.925
0
92
No
0
5.475
0
93
No
0.0046
13.9
0
94
No
-2.1754
13.9
0
95
No
-2.1754
18.6
0
96
No
0.0046
18.6
0
97
No
-0.0384
-4.6445
0
Page 6 of 85
Structure Data
5/17/2023
Table 1.4 - Point Bays (continued)
ETABS v21.0.0
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
98
No
10.92
5.475
0
99
No
4.125
6.9
0
100
No
4.125
11.2
0
101
No
6.62
5.5
0
102
No
8.12
8.1
1.455
103
No
9.52
8.1
1.455
104
No
10.92
8.1
1.455
105
No
8.12
10.55
0
106
No
10.92
10.55
0
107
No
3
20.125
0
108
No
0
20.125
0
109
No
6.62
20.05
0
110
No
4.925
20.05
0
111
No
8.315
20.05
0
112
No
9.52
10.55
0
113
No
3
5.5
0
114
No
3.85
18.6
0
115
No
4.925
19.85
0
116
No
3.85
19.85
0
117
No
0
9.05
0
118
Yes
5.5271
9.2196
0
119
No
6.62
-1.74
0
120
Yes
5.6625
9.2178
0
121
No
0
11.21
0
122
No
0
13.925
0
123
No
10.92
9.05
0
124
No
0
12.55
0
125
No
0
2.925
0
126
No
10.92
12.55
0
127
No
4.125
5.5
0
128
No
0
16.25
0
129
No
10.92
16.25
0
130
No
4.125
13.9
0
131
No
1.5
0
0
132
No
1.5
18.6
0
133
No
4.81
0
0
134
No
4.81
18.6
0
135
No
7.37
0
0
136
No
7.37
18.6
0
137
No
9.52
0
0
138
No
9.52
18.6
0
139
No
1.5
-1.2
0
140
No
3
-1.2
0
141
No
4.81
-1.75
0
142
No
6.62
-1.75
0
Page 7 of 85
Structure Data
5/17/2023
Table 1.4 - Point Bays (continued)
Label
Is Auto
Point
X
m
Y
m
DZBelow
m
143
No
7.37
-1.2
0
144
No
8.12
-1.2
0
145
No
9.52
-1.2
0
149
No
-2.2004
0
0
150
No
-2.2954
0
0
151
No
-2.2204
6.9
0
152
No
-2.2204
11.2
0
153
No
-2.2704
18.6
0
156
Yes
5.368
8.5862
0
157
Yes
5.4459
9.3255
0
158
Yes
9.52
10.875
0
159
No
6.625
11.2
0
160
No
6.625
13.9
0
161
No
10.92
-1.725
0
162
Yes
5.4623
10.0625
0
163
Yes
5.4623
10.0625
0
164
Yes
5.4748
9.1875
0
165
Yes
5.4623
9.3
0
1.4 Line Connectivity
Table 1.5 - Column Bays
Label
ETABS v21.0.0
PointBayI PointBayJ IEndStory
C2
2
2
Below
C4
4
4
Below
C6
6
6
Below
C7
7
7
Below
C8
8
8
Below
C9
9
9
Below
C10
10
10
Below
C11
11
11
Below
C12
12
12
Below
C13
13
13
Below
C15
15
15
Below
C16
16
16
Below
C17
17
17
Below
C18
18
18
Below
C21
21
21
Below
C22
22
22
Below
C25
25
25
Below
C26
26
26
Below
C27
27
27
Below
C28
28
28
Below
C30
30
30
Below
Page 8 of 85
Structure Data
5/17/2023
Table 1.6 - Beam Bays
Label
ETABS v21.0.0
PointBayI PointBayJ
B1
17
18
B2
153
18
B3
21
22
B4
33
27
B5
25
26
B14
8
17
B15
37
28
B16
12
21
B17
38
30
B18
16
25
B19
27
2
B20
2
7
B21
30
39
B22
27
28
B23
28
4
B24
4
11
B25
6
66
B26
84
2
B27
30
6
B28
6
15
B30
79
27
B31
28
29
B32
29
30
B37
7
9
B38
9
11
B39
11
13
B40
13
15
B41
15
16
B42
94
17
B43
15
41
B44
152
8
B45
11
12
B46
10
12
B47
9
10
B48
7
8
B49
8
10
B50
16
42
B51
25
75
B52
26
46
B53
47
17
B54
4
6
B55
85
7
B56
95
18
B57
21
25
B58
22
109
B59
22
26
Page 9 of 85
Structure Data
5/17/2023
Table 1.6 - Beam Bays (continued)
Label
PointBayI PointBayJ
B60
78
69
B61
151
7
B62
150
27
B63
18
22
B64
17
21
B65
119
4
B66
2
4
B68
12
16
B70
80
27
B71
30
63
B72
28
30
B73
28
39
1.5 Area Connectivity
Table 1.7 - Floor Bays
Label
F2
NumPoints PointNumber PointBay
1
2
F2
2
4
F2
3
28
F2
4
80
F2
5
81
F2
6
125
1
12
F3
2
14
F3
3
13
F3
4
11
1
85
F4
2
87
F4
3
88
F4
4
89
F4
5
10
F3
F4
6
4
6
F4
6
9
1
102
F6
2
78
F6
3
69
4
104
1
84
F6
4
F6
F7
ETABS v21.0.0
36
F7
2
2
F7
3
125
F7
4
81
F7
5
80
F7
6
31
F7
7
32
F7
8
33
F7
9
34
Page 10 of 85
Structure Data
5/17/2023
Table 1.7 - Floor Bays (continued)
Label
NumPoints PointNumber PointBay
F7
10
43
F7
11
44
F7
12
55
F7
13
37
F7
14
56
F7
15
57
F7
16
58
F7
17
60
F7
18
161
F7
19
61
F7
20
62
F7
21
63
F7
22
64
F7
23
65
F7
24
6
F7
25
66
F7
26
67
F7
27
70
F7
28
71
F7
29
15
F7
30
11
F7
31
12
F7
32
10
F7
33
89
F7
34
88
F7
35
87
F7
36
85
F8
1
90
F8
5
2
94
F8
3
93
F8
4
160
F8
5
159
1
90
F9
2
94
F9
3
93
F9
4
130
F9
5
100
1
30
F10
2
63
F10
3
64
4
65
F9
F10
5
4
F10
F11
4
1
2
F11
2
84
F11
3
80
4
27
1
7
F11
F12
ETABS v21.0.0
4
Page 11 of 85
Structure Data
5/17/2023
Table 1.7 - Floor Bays (continued)
Label
NumPoints PointNumber PointBay
F12
2
85
F12
3
84
F12
4
2
1
6
F13
2
66
F13
3
67
F13
4
F13
4
15
1
106
F14
2
16
F14
3
14
F14
4
F14
4
105
1
16
F15
2
72
F15
3
73
F15
4
74
F15
F16
4
1
25
F16
2
75
F16
3
76
F16
4
26
F17
4
1
27
F17
2
30
F17
3
26
F17
4
18
F18
4
1
121
F18
2
87
F18
3
85
F18
4
7
F19
4
1
122
F19
2
91
F19
3
90
F19
4
8
F20
4
1
17
F20
2
19
F20
3
21
F20
4
22
F20
5
20
F20
6
18
1
18
F22
2
95
F22
3
94
F22
6
4
F22
4
17
1
21
F25
2
12
F25
3
16
4
25
1
22
F25
4
F25
F26
ETABS v21.0.0
4
Page 12 of 85
Structure Data
5/17/2023
Table 1.7 - Floor Bays (continued)
Label
NumPoints PointNumber PointBay
F26
2
21
F26
3
25
F26
4
26
1
18
F27
2
17
F27
3
21
F27
4
F27
4
22
1
21
F28
2
23
F28
3
25
F28
4
26
F28
5
24
F28
6
22
1
14
F30
2
16
F30
3
25
F30
4
23
F30
5
21
F30
6
12
1
5
F28
F30
F32
6
6
F32
2
6
F32
3
15
F32
4
13
F32
5
11
F32
6
4
1
28
F34
2
29
F34
3
30
F34
4
6
F34
5
5
F34
6
4
1
51
F34
F35
6
7
F35
2
22
F35
3
109
F35
4
110
F35
5
115
F35
6
116
F35
7
114
1
15
F37
2
67
F37
3
70
F37
4
71
1
86
F39
2
85
F39
3
84
F39
4
83
F37
F39
ETABS v21.0.0
6
4
4
Page 13 of 85
Structure Data
5/17/2023
Table 1.7 - Floor Bays (continued)
Label
F42
NumPoints PointNumber PointBay
1
96
F42
2
95
F42
3
94
F42
4
93
1
18
F43
2
20
F43
3
107
F43
4
108
1
111
F44
2
109
F44
3
22
F44
4
53
F43
F44
F45
4
4
4
1
99
F45
2
127
F45
3
101
F45
4
4
F45
5
3
F45
6
2
F45
7
7
F46
7
1
9
F46
2
99
F46
3
100
F46
4
10
F48
4
1
11
F48
2
13
F48
3
14
F48
4
12
F54
4
1
33
F54
2
27
F54
3
31
F54
4
32
F57
4
1
30
F57
2
161
F57
3
61
F57
4
62
F58
4
1
57
F58
10
2
58
F58
3
60
F58
4
161
F58
5
30
F58
6
59
F58
7
48
F58
8
28
F58
9
37
F58
F59
ETABS v21.0.0
10
10
56
1
43
Page 14 of 85
Structure Data
5/17/2023
Table 1.7 - Floor Bays (continued)
Label
NumPoints PointNumber PointBay
F59
2
44
F59
3
55
F59
4
37
F59
5
28
F59
6
45
F59
7
36
F59
8
27
F59
9
33
F59
10
34
1
30
F63
2
63
F63
3
66
F63
4
6
F63
4
Table 1.8 - Wall Bays
Label
W1
NumPoints PointNumber PointBay PointStory
1
105
Below
W1
2
102
Same
W1
3
103
Same
W1
4
112
Below
W2
4
1
103
Same
W2
4
2
112
Same
W2
3
106
Same
W2
4
104
Same
1.6 Mass
Table 1.9 - Mass Source Definition
Name
MsSrc1
Source Source Source
Move
Is
Include Include Lump
Self Added
Load
Mass
Default Lateral Vertical Mass?
Mass? Mass? Patterns? Centroid?
Mass? Mass?
Yes
No
Yes
No
No
Yes
No
Multiplier
Dead
1
MsSrc1
Live
0.3
MsSrc1
WALL LOAD
1
MsSrc1
STAIR THREAD AND RIZER
LOAD
1
MsSrc1
PARTITION WALL LOAD
1
MsSrc1
FLOOR FINISH LOAD
1
MsSrc1
ROOF LOAD
1
ETABS v21.0.0
Yes
Load Pattern
Page 15 of 85
Structure Data
5/17/2023
Table 1.10 - Centers Of Mass And Rigidity
Story
Diaphragm
Mass X
kg
Mass Y
kg
XCM
m
Cum
Mass X
kg
YCM
m
5.368
Cum
Mass Y
kg
XCCM YCCM
m
m
1ST FLOOR
D1
431281.58 431281.58
5.368
8.5862
2ND FLOOR
D2
319735.28 319735.28 5.6625
9.2178 319735.28 319735.28 5.6625
8.5862 431281.58 431281.58
9.2178
3RD FLOOR
D3
313691.24 313691.24 5.5271
9.2196 313691.24 313691.24 5.5271
9.2196
GROUND FLOOR
D4
312871.4
312871.4
5.4459
9.3255
312871.4
312871.4
5.4459
9.3255
ROOF
D5
0
0
9.52
10.875
0
0
0
0
XCR
m
YCR
m
Table 1.11 - Mass Summary by Diaphragm
Story
Diaphragm
Mass X
kg
ROOF
D5
0
3RD FLOOR
D3
2ND FLOOR
D2
1ST FLOOR
GROUND FLOOR
Mass Y
kg
0
Mass
X Mass Y Mass
Moment of
Center Center
Inertia
m
m
ton-m2
0
9.52
10.875
313691.24 313691.24 17520.6684
5.5271
9.2196
319735.28 319735.28 17683.6444
5.6625
9.2178
D1
431281.58 431281.58 24939.9604
5.368
8.5862
D4
312871.4
5.4459
9.3255
312871.4
16005.3717
Table 1.12 - Mass Summary by Story
UX
kg
UY
kg
UZ
kg
56228.72
Story
56228.72
0
3RD FLOOR
ROOF
353031.81 353031.81
0
2ND FLOOR
353806.62 353806.62
0
1ST FLOOR
431281.58 431281.58
0
GROUND FLOOR 320490.81 320490.81
0
FOOTING
4204.85
4204.85
0
Table 1.13 - Mass Summary by Group
ETABS v21.0.0
Group
Self
Mass
kg
All
0
Self
Weight
kN
Mass X
kg
Mass Y
kg
7419.3543 1518811.65 1518811.65
Mass Z
kg
0
Page 16 of 85
Properties
5/17/2023
2 Properties
This chapter provides property information for materials, frame sections, shell sections, and links.
2.1 Materials
Table 2.1 - Material Properties - General
Material
Type
SymType
c-30
Concrete
Isotropic
s 300
Rebar
Uniaxial
s 500
Rebar
Uniaxial
Grade
Color
c-30
Magenta
Notes
Grade 40 Gray8Dark
S 500
Yellow
2.2 Frame Sections
Table 2.2 - Frame Section Property Definitions - Summary (Part 1 of 3)
Name
Material
Shape
Color
Area
cm2
B50*30
c-30
Concrete Rectangular
Cyan
1500
C20*50
c-30
Concrete Rectangular
Cyan
1000
C50*20
c-30
Concrete Rectangular
Red
Roof beam
c-30
Concrete Rectangular
Blue
J
cm4
I33
cm4
I22
cm4
281737.1 312500
As2
cm2
S33Pos
cm3
1250
1250
12500
99805
33333.3 208333.3
833.3
833.3
3333.3
1000
99805
208333.3 33333.3
833.3
833.3
8333.3
750
77515.4
625
625
3750
56250
112500
As3
cm2
39062.5
Table 2.2 - Frame Section Property Definitions - Summary (Part 2 of 3)
Name
S33Neg S22Pos S22Neg
cm3
cm3
cm3
Cw
cm6
Fillet
CG
CG
PNA
Radius Offset 3 Offset 2 Offset 3
mm
mm
mm
mm
Z33
cm3
Z22
cm3
R33
mm
R22
mm
18750
11250
144.3
86.6
0
0
0
B50*30
12500
7500
7500
C20*50
3333.3
8333.3
8333.3
5000
12500
57.7
144.3
0
0
0
C50*20
8333.3
3333.3
3333.3
12500
5000
144.3
57.7
0
0
0
Roof beam
3750
3125
3125
5625
4687.5
86.6
72.2
0
0
0
Table 2.2 - Frame Section Property Definitions - Summary (Part 3 of 3)
Name
Area
As2
As3
J
I33
I22
Mass
Weight
Modifier Modifier Modifier Modifier Modifier Modifier Modifier Modifier
B50*30
1
0.5
0.5
0.1
0.5
0.5
1
1
C20*50
1
0.5
0.5
0.1
0.5
0.5
1
1
C50*20
1
0.5
0.5
0.1
0.5
0.5
1
1
Roof beam
1
0.5
0.5
0.1
0.5
0.5
1
1
2.3 Shell Sections
Table 2.3 - Area Section Property Definitions - Summary
ETABS v21.0.0
Name
Type
Total
Element
Deck
Material Thickness
Type
Material
mm
flat slab
Slab
Shell-Thin
c-30
250
solid slab
Slab
Shell-Thin
c-30
150
Deck
Depth
mm
Page 17 of 85
Properties
5/17/2023
2.4 Reinforcement Sizes
Table 2.4 - Reinforcing Bar Sizes
ETABS v21.0.0
Name
Diameter
mm
Area
cm2
10
10
0.8
18
18
2.5
20
20
3.1
Page 18 of 85
Loads
5/17/2023
3 Loads
This chapter provides loading information as applied to the model.
3.1 Load Patterns
Table 3.1 - Load Pattern Definitions
Name
Is Auto
Load
Type
Self
Weight
Multiplier
~LLRF
Yes
Other
0
Dead
No
Dead
1
Auto Load
EQX
No
Seismic
0
EUROCODE8 2004
EQX(1/2)
Yes
Seismic
0
EUROCODE8 2004
EQX(2/2)
Yes
Seismic
0
EUROCODE8 2004
EQY
No
Seismic
0
EUROCODE8 2004
EQY(1/2)
Yes
Seismic
0
EUROCODE8 2004
EQY(2/2)
Yes
Seismic
0
EUROCODE8 2004
FLOOR FINISH LOAD
No
Super Dead
0
Live
No
Live
0
PARTITION WALL LOAD
No
Super Dead
0
ROOF LOAD
No
Super Dead
0
STAIR THREAD AND RIZER LOAD
No
Super Dead
0
WALL LOAD
No
Super Dead
0
WIND LOAD
No
Wind
0
EUROCODE1 2005
WIND LOAD(1/2)
Yes
Wind
0
EUROCODE1 2005
WIND LOAD(2/2)
Yes
Wind
0
EUROCODE1 2005
3.2 Auto Wind Loading
ETABS v21.0.0
Page 19 of 85
Loads
5/17/2023
EUROCODE1 2005 Auto Wind Load Calculation
This calculation presents the automatically generated lateral wind loads for load pattern WIND LOAD according
to EUROCODE1 2005, as calculated by ETABS.
Exposure Parameters
Exposure From = Diaphragms
Terrain Category = II
Wind Direction = 0;90 degrees
meter
sec
Basic Wind Velocity, Vb [EC 4.2(2)]
V b = 35
Windward Coefficient, C p,wind
Cp,wind =0.8
Leeward Coefficient, C p,lee
Cp,lee =0.5
Air Density, ρ
ρ = 1.25
Top Story = ROOF
Bottom Story = FOOTING
Include Parapet = No
Factors and Coefficients
Structural Factor, c s<c [EC 6.2(1)]
cs cd = 1
Elevation, z 0
z 0 = 0.05
Minimum Elevation, z min
z min = 2
Maximum Elevation, z max
z max = 200
Turbulence Factor, k l [EC 4.4(1)]
kl = 1
Orography Factor, c o [EC 4.3.3]
co = 1
kl
Turbulence Intensity, I v [EC 4.4(1)]
Iv =
c o ( z ) ln (
z for z min ≤ z ≤ z max
)
z0
= I v ( z min ) for z < z min
z
( 0.05
)
Terrain Factor, kr [EC 4.3.2(1) Eq. 4.5]
k r = 0.19
Roughness Factor, <c r>(z) [EC 4.3.2(1)
Eq. 4.4]
c r ( z ) = k r ln
0.07
0
k r = 0.19
( zz ) for z
min
≤ z ≤ z max
0
= c r ( z min ) for z < z min
Lateral Loading
1
ρ [ c r ( z ) c o ( z ) v b] 2
2
Peak Velocity Pressure, <q p>(z) [EC
4.5(1) Eq. 4.8]
qp ( z ) = [ 1 + 7 I v ( z ) ]
Wind Pressure, w [EC 5.2(1) Eq. 5.1]
w = q p ( z ) c s c d ( c p,wind + c p,lee )
ETABS v21.0.0
Page 20 of 85
Loads
5/17/2023
Applied Story Forces
Lateral Load to Stories -
Lateral Load to Stories -
ROOF
ROOF
141.2479kN
3RD FLOOR
130.0396kN
2ND FLOOR
124.3354kN
1ST FLOOR
79.5613kN
GROUND FLOOR
3RD FLOOR
107.2108kN
2ND FLOOR
98.7034kN
1ST FLOOR
86.966kN
GROUND FLOOR
FOOTING
65.3403kN
FOOTING
0
30
60
90
120 150
0
25
Force, kN
75
100 125
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
ROOF
14.14
0
3RD FLOOR
11.23
2ND FLOOR
1ST FLOOR
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
0
ROOF
14.14
0
0
141.2479
0
3RD FLOOR
11.23
0
107.2108
8.32
130.0396
0
2ND FLOOR
8.32
0
98.7034
5.41
124.3354
0
1ST FLOOR
5.41
0
86.966
2.5
0
65.3403
0
0
0
GROUND
FLOOR
2.5
79.5613
0
GROUND
FLOOR
FOOTING
0
0
0
FOOTING
ETABS v21.0.0
50
Page 21 of 85
Loads
5/17/2023
3.3 Auto Seismic Loading
ETABS v21.0.0
Page 22 of 85
Loads
5/17/2023
EUROCODE8 2004 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EQX according to
EUROCODE8 2004, as calculated by ETABS.
Direction and Eccentricity
Direction = Multiple
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Program Calculated
Coefficient, C t [EC 4.3.3.2.2]
Ct = 0.075m
Structure Height Above Base, H
H = 14.14 m
Factors and Coefficients
Country = CEN Default
a g = 0.1g
Design Ground Acceleration, a g
Ground Type [EC Table 3.1] = C
Soil Factor, S [EC Table 3.3]
S = 1.5
Constant Acceleration Period Limit, T B
[EC Table 3.3]
T B = 0.1 sec
Constant Acceleration Period Limit, T C
[EC Table 3.3]
T C = 0.25 sec
Constant Displacement Period Limit, T D
[EC Table 3.3]
T D = 1.2 sec
Lower Bound Factor, β [EC 3.2.2.5(4)]
β 0 = 0.2
Behavior Factor, q [EC 3.2.2.5(3)]
q = 3.6
Seismic Response
Spectral Response Acceleration, S d(T
[EC 3.2.2.5(4) Eq. 3.13]
Sd ( T 1 ) = a g S
[ 23 + TT ( 2.5q - 23 ) ] for T ≤ T
B
B
= ag S
2.5
for T B ≤ T ≤ T C
q
= ag S
2.5
q
[ TT ] ≥ β a for T
= ag S
2.5
q
[ TTT ] ≥ β a for T
C
g
C
C
≤ T ≤ TD
D
2
g
D
≤T
Equivalent Lateral Forces
Seismic Base Shear Coefficient
ETABS v21.0.0
V coeff = S d ( T 1 ) λ
Page 23 of 85
Loads
5/17/2023
Calculated Base Shear
Direction
Period Used
(sec)
W
(kN)
Fb
(kN)
X + Ecc. Y
1.391
14855.5014
297.11
X - Ecc. Y
1.391
14855.5014
297.11
Applied Story Forces
Lateral Load to Stories -
ROOF
21.7964kN
108.6855kN
3RD FLOOR
80.6989kN
2ND FLOOR
63.9641kN
1ST FLOOR
GROUND FLOOR
21.9651kN
FOOTING
0
25
50
75
100 125
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
ROOF
14.14
21.7964
0
3RD FLOOR
11.23
108.6855
0
2ND FLOOR
8.32
80.6989
0
1ST FLOOR
5.41
63.9641
0
GROUND
FLOOR
2.5
21.9651
0
FOOTING
0
0
0
ETABS v21.0.0
Page 24 of 85
Loads
5/17/2023
EUROCODE8 2004 Auto Seismic Load Calculation
This calculation presents the automatically generated lateral seismic loads for load pattern EQY according to
EUROCODE8 2004, as calculated by ETABS.
Direction and Eccentricity
Direction = Multiple
Eccentricity Ratio = 5% for all diaphragms
Structural Period
Period Calculation Method = Program Calculated
Coefficient, C t [EC 4.3.3.2.2]
Ct = 0.075m
Structure Height Above Base, H
H = 14.14 m
Factors and Coefficients
Country = CEN Default
a g = 0.1g
Design Ground Acceleration, a g
Ground Type [EC Table 3.1] = C
Soil Factor, S [EC Table 3.3]
S = 1.5
Constant Acceleration Period Limit, T B
[EC Table 3.3]
T B = 0.1 sec
Constant Acceleration Period Limit, T C
[EC Table 3.3]
T C = 0.25 sec
Constant Displacement Period Limit, T D
[EC Table 3.3]
T D = 1.2 sec
Lower Bound Factor, β [EC 3.2.2.5(4)]
β 0 = 0.2
Behavior Factor, q [EC 3.2.2.5(3)]
q = 3.6
Seismic Response
Spectral Response Acceleration, S d(T
[EC 3.2.2.5(4) Eq. 3.13]
Sd ( T 1 ) = a g S
[ 23 + TT ( 2.5q - 23 ) ] for T ≤ T
B
B
= ag S
2.5
for T B ≤ T ≤ T C
q
= ag S
2.5
q
[ TT ] ≥ β a for T
= ag S
2.5
q
[ TTT ] ≥ β a for T
C
g
C
C
≤ T ≤ TD
D
2
g
D
≤T
Equivalent Lateral Forces
Seismic Base Shear Coefficient
ETABS v21.0.0
V coeff = S d ( T 1 ) λ
Page 25 of 85
Loads
5/17/2023
Calculated Base Shear
Period Used
(sec)
W
(kN)
Y + Ecc. X
1.461
14855.5014
297.11
Y - Ecc. X
1.461
14855.5014
297.11
Direction
Fb
(kN)
Applied Story Forces
Lateral Load to Stories -
ROOF
21.7964kN
3RD FLOOR
108.6855kN
2ND FLOOR
80.6989kN
1ST FLOOR
63.9641kN
GROUND FLOOR
21.9651kN
FOOTING
0
25
50
75
100 125
Force, kN
Story
Elevation
X-Dir
Y-Dir
m
kN
kN
ROOF
14.14
0
21.7964
3RD FLOOR
11.23
0
108.6855
2ND FLOOR
8.32
0
80.6989
1ST FLOOR
5.41
0
63.9641
GROUND
FLOOR
2.5
0
21.9651
FOOTING
0
0
0
ETABS v21.0.0
Page 26 of 85
Loads
5/17/2023
3.4 Functions
3.4.1 Response Spectrum Functions
Table 3.5 - Functions - Response Spectrum - Eurocode8-2004 (Part 1 of 2)
Period
sec
Name
Value
EUROCODE 8-2004 NEW
0
0.076667
EUROCODE 8-2004 NEW
0.067
0.077731
EUROCODE 8-2004 NEW
0.133
0.078796
EUROCODE 8-2004 NEW
0.2
0.079861
EUROCODE 8-2004 NEW
0.6
0.079861
EUROCODE 8-2004 NEW
0.833
0.0575
EUROCODE 8-2004 NEW
1.067
0.044922
EUROCODE 8-2004 NEW
1.3
0.036859
EUROCODE 8-2004 NEW
1.533
0.03125
EUROCODE 8-2004 NEW
1.767
0.027123
EUROCODE 8-2004 NEW
2
0.023958
EUROCODE 8-2004 NEW
3.333
0.02
EUROCODE 8-2004 NEW
4.667
0.02
EUROCODE 8-2004 NEW
6
0.02
EUROCODE 8-2004 NEW
7.333
0.02
EUROCODE 8-2004 NEW
8.667
0.02
EUROCODE 8-2004 NEW
10
0.02
Country Direction
Ag
Horizontal
0.1
Spectrum Ground
Type
Type
1
C
S
Tb
sec
Tc
sec
1.15
0.2
0.6
Table 3.5 - Functions - Response Spectrum - Eurocode8-2004 (Part 2 of 2)
Name
Td
sec
Beta
q
Damping
Ratio
EUROCODE 8-2004 NEW
2
0.2
3.6
0.05
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
EUROCODE 8-2004 NEW
3.5 Load Cases
ETABS v21.0.0
Page 27 of 85
Loads
5/17/2023
Table 3.6 - Load Case Definitions - Summary
Name
Type
Dead
Linear Static
Live
Linear Static
Modal
Modal - Eigen
WALL LOAD
Linear Static
STAIR THREAD AND RIZER LOAD
Linear Static
PARTITION WALL LOAD
Linear Static
FLOOR FINISH LOAD
Linear Static
EQX
Linear Static
EQY
Linear Static
WIND LOAD
Linear Static
ROOF LOAD
Linear Static
SPECX1
Response Spectrum
3.6 Load Combinations
Table 3.7 - Load Combination Definitions
Name
Type
Is Auto
Load Name
Comb1
Linear Add
No
Dead
1
Comb1
Live
0.3
Comb1
EQX
1
Comb1
EQY
0.3
Comb2
Dead
1
Comb2
Linear Add
No
Live
0.3
Comb2
EQX
1
EQY
-0.3
Comb2
Comb3
Linear Add
No
Dead
1
Comb3
Live
0.3
Comb3
EQX
-1
EQY
0.3
Comb3
Comb4
Linear Add
No
Dead
1
Comb4
Live
0.3
Comb4
EQX
-1
EQY
-0.3
Comb4
Comb5
Linear Add
No
Dead
1
Comb5
Live
0.3
Comb5
EQX
0.3
EQY
1
Comb5
Comb6
Linear Add
No
Dead
1
Comb6
Live
0.3
Comb6
EQX
-0.3
EQY
1
Comb6
Comb7
Linear Add
No
Dead
1
Comb7
Live
0.3
Comb7
EQX
0.3
EQY
-1
Dead
1
Comb7
Comb8
ETABS v21.0.0
SF
Linear Add
No
Notes
Page 28 of 85
Loads
5/17/2023
Table 3.7 - Load Combination Definitions (continued)
Load Name
SF
Comb8
Name
Type
Is Auto
Live
0.3
Comb8
EQX
-0.3
Comb8
EQY
-1
Comb1
1
ENV
Comb2
1
ENV
Comb3
1
ENV
Comb4
1
ENV
Comb5
1
ENV
Comb6
1
ENV
Comb7
1
ENV
Comb8
1
ENV
SERVICE
1
ENV
ULTIMATE
1
Dead
1
Live
1
SERVICE
WALL LOAD
1
SERVICE
STAIR THREAD AND RIZER LOAD
1
SERVICE
PARTITION WALL LOAD
1
SERVICE
FLOOR FINISH LOAD
1
ENV
SERVICE
Envelope
Linear Add
No
No
SERVICE
SERVICE
ULTIMATE Linear Add
ETABS v21.0.0
No
ROOF LOAD
1
Dead
1.35
ULTIMATE
Live
1.5
ULTIMATE
WALL LOAD
1.35
ULTIMATE
STAIR THREAD AND RIZER LOAD
1.35
ULTIMATE
PARTITION WALL LOAD
1.35
ULTIMATE
FLOOR FINISH LOAD
1.35
ULTIMATE
ROOF LOAD
1.35
Notes
Page 29 of 85
Analysis Results
5/17/2023
4 Analysis Results
This chapter provides analysis results.
4.1 Structure Results
Table 4.1 - Base Reactions (Part 1 of 2)
Output Case
Case Type
Dead
LinStatic
Step
Type
FX
kN
FY
kN
FZ
kN
MX
kN-m
MY
kN-m
-4.555E-05
0
7419.385
66620.2039
-41091.9155
Live
LinStatic
-1.12E-05
0
1431.1078
11731.0287
-8019.5924
WALL LOAD
LinStatic
-1.703E-05
0
2878.9398
26462.2494
-16421.7186
STAIR THREAD AND RIZER LOAD
LinStatic
0
0
31.1163
288.5578
-275.4625
PARTITION WALL LOAD
LinStatic
-1.511E-05
0
1943.0392
11612.1272
-10325.398
FLOOR FINISH LOAD
LinStatic
-1.182E-05
0
1822.4885
16697.6522
-10092.7995
EQX
LinStatic
Max
-297.1101
0
0
-4.7412
-2744.9883
EQX
LinStatic
Min
-297.1101
0
0
-6.9038
-2747.7441
EQY
LinStatic
Max
3.434E-06
-297.11
0
2765.4121
8.0474
5.9968
EQY
LinStatic
Min
2.574E-06
-297.11
0
2763.7892
WIND LOAD
LinStatic
Max
1.276E-06
0
0
2834.6603
6.8372
WIND LOAD
LinStatic
Min
-475.1842
-358.2206
0
-4.7414
-3739.4965
ROOF LOAD
LinStatic
-3.693E-06
0
372.4664
3997.5392
-2392.0669
SPECX1
LinRespSpec
SERVICE
Combination
Max
424.7223
67.0004
0
598.2197
3634.1981
-0.0001
9.171E-07
15898.543
137409.3585
-88618.9536
-0.0001
1.255E-06 21677.6992 187262.2883 -120838.5262
ULTIMATE
Combination
Comb1
Combination
Max
-297.1102
-89.133
7848.7173
70963.9081
-46240.9825
Comb1
Combination
Min
-297.1102
-89.133
7848.7173
70962.2324
-46243.1231
Comb2
Combination
Max
-297.1102
89.133
7848.7173
69305.6345
-46244.5806
Comb2
Combination
Min
-297.1102
89.133
7848.7173
69302.9851
-46247.9515
Comb3
Combination
Max
297.1101
-89.133
7848.7173
70976.04
-40747.635
Comb3
Combination
Min
297.1101
-89.133
7848.7173
70973.3905
-40751.0059
Comb4
Combination
Max
297.1101
89.133
7848.7173
69316.7927
-40752.4634
Comb4
Combination
Min
297.1101
89.133
7848.7173
69315.117
-40754.6039
Comb5
Combination
Max
-89.1331
-297.11
7848.7173
72902.8535
-44314.0691
Comb5
Combination
Min
-89.1331
-297.11
7848.7173
72901.8794
-44315.293
Comb6
Combination
Max
89.133
-297.11
7848.7173
72906.9958
-42665.4227
Comb6
Combination
Min
89.133
-297.11
7848.7173
72904.7241
-42668.3
Comb7
Combination
Max
-89.1331
297.11
7848.7173
67374.301
-44327.2865
Comb7
Combination
Min
-89.1331
297.11
7848.7173
67372.0293
-44330.1638
Comb8
Combination
Max
89.133
297.11
7848.7173
67377.1457
-42680.2935
Comb8
Combination
Min
89.133
297.11
7848.7173
67376.1716
-42681.5174
ENV
Combination
Max
297.1101
297.11
21677.6992 187262.2883
ENV
Combination
Min
-297.1102
-297.11
7848.7173
67372.0293
-40747.635
-120838.5262
Table 4.1 - Base Reactions (Part 2 of 2)
ETABS v21.0.0
MZ
kN-m
X
m
Y
m
Z
m
18.6411
0
0
0
4.4966
0
0
0
7.222
0
0
0
Page 30 of 85
Analysis Results
5/17/2023
Table 4.1 - Base Reactions (Part 2 of 2, continued)
MZ
kN-m
X
m
Y
m
Z
m
-0.112
0
0
0
8.7621
0
0
0
4.4678
0
0
0
2813.1373
0
0
0
2296.6481
0
0
0
-1473.8891
0
0
0
-1860.1063
0
0
0
4610.6583
0
0
0
-1962.0179
0
0
0
1.1355
0
0
0
3931.8201
0
0
0
44.6131
0
0
0
60.9022
0
0
0
2275.0955
0
0
0
1874.4714
0
0
0
3391.1593
0
0
0
2758.8049
0
0
0
-2718.8247
0
0
0
-3351.1791
0
0
0
-1834.4913
0
0
0
-2235.1153
0
0
0
-764.9046
0
0
0
-996.175
0
0
0
-2142.8935
0
0
0
-2684.0574
0
0
0
2724.0376
0
0
0
2182.8737
0
0
0
1036.1552
0
0
0
804.8848
0
0
0
3391.1593
0
0
0
-3351.1791
0
0
0
Table 4.2 - Centers Of Mass And Rigidity
Story
Diaphragm
Mass X
kg
Mass Y
kg
XCM
m
Cum
Mass X
kg
Cum
Mass Y
kg
8.5862 431281.58 431281.58
XCCM YCCM
m
m
1ST FLOOR
D1
431281.58 431281.58
5.368
8.5862
2ND FLOOR
D2
319735.28 319735.28 5.6625
9.2178 319735.28 319735.28 5.6625
9.2178
3RD FLOOR
D3
313691.24 313691.24 5.5271
9.2196 313691.24 313691.24 5.5271
9.2196
GROUND FLOOR
D4
312871.4
312871.4
5.4459
9.3255
312871.4
312871.4
5.4459
9.3255
ROOF
D5
0
0
9.52
10.875
0
0
0
0
ETABS v21.0.0
5.368
YCM
m
XCR
m
YCR
m
Page 31 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2)
UX
mm
UY
mm
RZ
rad
LinStatic
0
0
0
LinStatic
0
0
0
WALL LOAD
LinStatic
0
0
0
D5
STAIR THREAD AND RIZER LOAD
LinStatic
0
0
0
D5
PARTITION WALL LOAD
LinStatic
0
0
0
ROOF
D5
FLOOR FINISH LOAD
LinStatic
0
0
0
ROOF
D5
EQX
LinStatic
Max
0
0
0
ROOF
D5
EQX
LinStatic
Min
0
0
0
ROOF
D5
EQY
LinStatic
Max
0
0
0
ROOF
D5
EQY
LinStatic
Min
0
0
0
ROOF
D5
WIND LOAD
LinStatic
Max
0
0
0
ROOF
D5
WIND LOAD
LinStatic
Min
0
0
0
ROOF
D5
ROOF LOAD
LinStatic
0
0
0
ROOF
D5
SPECX1
LinRespSpec
0
0
0
ROOF
D5
SERVICE
Combination
0
0
0
ROOF
D5
ULTIMATE
Combination
0
0
0
ROOF
D5
Comb1
Combination
Max
0
0
0
ROOF
D5
Comb1
Combination
Min
0
0
0
ROOF
D5
Comb2
Combination
Max
0
0
0
ROOF
D5
Comb2
Combination
Min
0
0
0
ROOF
D5
Comb3
Combination
Max
0
0
0
ROOF
D5
Comb3
Combination
Min
0
0
0
ROOF
D5
Comb4
Combination
Max
0
0
0
ROOF
D5
Comb4
Combination
Min
0
0
0
ROOF
D5
Comb5
Combination
Max
0
0
0
ROOF
D5
Comb5
Combination
Min
0
0
0
ROOF
D5
Comb6
Combination
Max
0
0
0
ROOF
D5
Comb6
Combination
Min
0
0
0
ROOF
D5
Comb7
Combination
Max
0
0
0
ROOF
D5
Comb7
Combination
Min
0
0
0
ROOF
D5
Comb8
Combination
Max
0
0
0
ROOF
D5
Comb8
Combination
Min
0
0
0
ROOF
D5
ENV
Combination
Max
0
0
0
ROOF
D5
ENV
Combination
Min
0
0
0
3RD FLOOR
D3
Dead
LinStatic
32.615
-18.49
0.001325
3RD FLOOR
D3
Live
LinStatic
8.147
-5.758
0.000309
3RD FLOOR
D3
WALL LOAD
LinStatic
12.233
-6.552
0.00052
3RD FLOOR
D3
STAIR THREAD AND RIZER LOAD
LinStatic
0.137
-0.173
-1.1E-05
3RD FLOOR
D3
PARTITION WALL LOAD
LinStatic
10.268
-11.575
0.000624
3RD FLOOR
D3
FLOOR FINISH LOAD
LinStatic
8.487
-4.753
0.000314
3RD FLOOR
D3
EQX
LinStatic
Max
15.061
-0.682
0.000405
3RD FLOOR
D3
EQX
LinStatic
Min
14.962
-1.117
-0.000121
3RD FLOOR
D3
EQY
LinStatic
Max
-0.702
16.332
-3.5E-05
3RD FLOOR
D3
EQY
LinStatic
Min
-0.778
16.005
-0.000429
3RD FLOOR
D3
WIND LOAD
LinStatic
Max
20.567
16.869
-0.000268
Story
Diaphragm
Output Case
Case Type
ROOF
D5
Dead
ROOF
D5
Live
ROOF
D5
ROOF
ROOF
ETABS v21.0.0
Step
Type
Max
Page 32 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2, continued)
Case Type
Step
Type
UX
mm
WIND LOAD
LinStatic
Min
ROOF LOAD
LinStatic
RZ
rad
-0.695
-0.674
-0.000356
2.724
-0.534
8.1E-05
20.008
3.558
0.000807
Combination
74.612
-47.836
0.003161
Combination
101.948
-65.442
0.004314
49.887
-16.098
0.001695
Diaphragm
3RD FLOOR
D3
3RD FLOOR
D3
3RD FLOOR
D3
SPECX1
LinRespSpec
3RD FLOOR
D3
SERVICE
3RD FLOOR
D3
ULTIMATE
3RD FLOOR
D3
Comb1
Combination
3RD FLOOR
D3
Comb1
Combination
Min
49.811
-16.435
0.001287
3RD FLOOR
D3
Comb2
Combination
Max
50.354
-25.701
0.001952
3RD FLOOR
D3
Comb2
Combination
Min
50.232
-26.234
0.001307
3RD FLOOR
D3
Comb3
Combination
Max
19.887
-14.201
0.001528
3RD FLOOR
D3
Comb3
Combination
Min
19.765
-14.733
0.000884
3RD FLOOR
D3
Comb4
Combination
Max
20.308
-24
0.001549
3RD FLOOR
D3
Comb4
Combination
Min
20.232
-24.336
0.001141
3RD FLOOR
D3
Comb5
Combination
Max
38.846
-4.221
0.001347
3RD FLOOR
D3
Comb5
Combination
Min
38.8
-4.417
0.001111
3RD FLOOR
D3
Comb6
Combination
Max
29.869
-3.55
0.00142
3RD FLOOR
D3
Comb6
Combination
Min
29.763
-4.007
0.000868
3RD FLOOR
D3
Comb7
Combination
Max
40.355
-36.427
0.001968
3RD FLOOR
D3
Comb7
Combination
Min
40.25
-36.884
0.001416
3RD FLOOR
D3
Comb8
Combination
Max
31.318
-36.018
0.001725
3RD FLOOR
D3
Comb8
Combination
Min
31.273
-36.214
0.001489
3RD FLOOR
D3
ENV
Combination
Max
101.948
-3.55
0.004314
3RD FLOOR
D3
ENV
Combination
Min
19.765
-65.442
0.000868
2ND FLOOR
D2
Dead
LinStatic
22.651
-11.905
0.000877
2ND FLOOR
D2
Live
LinStatic
5.634
-3.701
0.000198
2ND FLOOR
D2
WALL LOAD
LinStatic
8.45
-4.298
0.000345
2ND FLOOR
D2
STAIR THREAD AND RIZER LOAD
LinStatic
0.08
-0.135
-9E-06
2ND FLOOR
D2
PARTITION WALL LOAD
LinStatic
7.267
-7.167
0.000419
2ND FLOOR
D2
FLOOR FINISH LOAD
LinStatic
5.905
-3.101
0.000208
2ND FLOOR
D2
EQX
LinStatic
Max
12.445
-0.485
0.000364
2ND FLOOR
D2
EQX
LinStatic
Min
12.347
-0.761
-0.000106
2ND FLOOR
D2
EQY
LinStatic
Max
-0.474
14.157
4E-06
2ND FLOOR
D2
EQY
LinStatic
Min
-0.548
13.951
-0.000348
2ND FLOOR
D2
WIND LOAD
LinStatic
Max
17.365
15.023
-0.000207
2ND FLOOR
D2
WIND LOAD
LinStatic
Min
-0.472
-0.484
-0.000317
2ND FLOOR
D2
ROOF LOAD
LinStatic
1.878
-0.342
5.3E-05
2ND FLOOR
D2
SPECX1
LinRespSpec
16.599
3.068
0.000707
2ND FLOOR
D2
SERVICE
Combination
51.866
-30.649
0.002092
2ND FLOOR
D2
ULTIMATE
Combination
70.864
-41.931
0.002853
2ND FLOOR
D2
Comb1
Combination
Max
36.622
-9.316
0.001197
2ND FLOOR
D2
Comb1
Combination
Min
36.547
-9.529
0.000832
2ND FLOOR
D2
Comb2
Combination
Max
36.95
-17.686
0.001406
2ND FLOOR
D2
Comb2
Combination
Min
36.831
-18.023
0.00083
2ND FLOOR
D2
Comb3
Combination
Max
11.852
-8.008
0.001044
ETABS v21.0.0
Output Case
UY
mm
Story
Max
Max
Max
Page 33 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2, continued)
Step
Type
UX
mm
UY
mm
RZ
rad
Story
Diaphragm
Output Case
Case Type
2ND FLOOR
D2
Comb3
Combination
Min
11.733
-8.345
0.000468
2ND FLOOR
D2
Comb4
Combination
Max
12.136
-16.502
0.001042
2ND FLOOR
D2
Comb4
Combination
Min
12.061
-16.716
0.000677
2ND FLOOR
D2
Comb5
Combination
Max
27.572
0.913
0.000909
2ND FLOOR
D2
Comb5
Combination
Min
27.527
0.79
0.000698
2ND FLOOR
D2
Comb6
Combination
Max
20.164
1.37
0.000972
2ND FLOOR
D2
Comb6
Combination
Min
20.06
1.081
0.000479
2ND FLOOR
D2
Comb7
Combination
Max
28.623
-27.112
0.001394
2ND FLOOR
D2
Comb7
Combination
Min
28.519
-27.401
0.000901
2ND FLOOR
D2
Comb8
Combination
Max
21.156
-26.821
0.001176
2ND FLOOR
D2
Comb8
Combination
Min
21.111
-26.945
0.000965
2ND FLOOR
D2
ENV
Combination
Max
70.864
1.37
0.002853
2ND FLOOR
D2
ENV
Combination
Min
11.733
-41.931
0.000468
1ST FLOOR
D1
Dead
LinStatic
12.025
-5.84
0.000438
1ST FLOOR
D1
Live
LinStatic
2.921
-1.769
9.5E-05
1ST FLOOR
D1
WALL LOAD
LinStatic
4.473
-2.244
0.000174
1ST FLOOR
D1
STAIR THREAD AND RIZER LOAD
LinStatic
0.037
-0.081
-6E-06
1ST FLOOR
D1
PARTITION WALL LOAD
LinStatic
4.004
-2.883
0.000214
1ST FLOOR
D1
FLOOR FINISH LOAD
LinStatic
3.127
-1.562
0.000103
1ST FLOOR
D1
EQX
LinStatic
8
-0.256
0.000307
1ST FLOOR
D1
EQX
LinStatic
Min
7.776
-0.428
-1.8E-05
1ST FLOOR
D1
EQY
LinStatic
Max
-0.233
9.502
6E-05
1ST FLOOR
D1
EQY
LinStatic
Min
-0.4
9.374
-0.000182
1ST FLOOR
D1
WIND LOAD
LinStatic
Max
11.071
10.421
-7.9E-05
1ST FLOOR
D1
WIND LOAD
LinStatic
Min
-0.312
-0.239
-0.000127
1ST FLOOR
D1
ROOF LOAD
LinStatic
0.96
-0.196
2.6E-05
1ST FLOOR
D1
SPECX1
LinRespSpec
10.349
2.107
0.000438
1ST FLOOR
D1
SERVICE
Combination
27.548
-14.576
0.001044
1ST FLOOR
D1
ULTIMATE
Combination
37.628
-19.942
0.001423
1ST FLOOR
D1
Comb1
Combination
Max
20.781
-3.815
0.000718
1ST FLOOR
D1
Comb1
Combination
Min
20.608
-3.948
0.000466
1ST FLOOR
D1
Comb2
Combination
Max
21.021
-9.439
0.000827
1ST FLOOR
D1
Comb2
Combination
Min
20.748
-9.65
0.00043
1ST FLOOR
D1
Comb3
Combination
Max
5.056
-3.092
0.000502
1ST FLOOR
D1
Comb3
Combination
Min
4.782
-3.303
0.000105
1ST FLOOR
D1
Comb4
Combination
Max
5.196
-8.794
0.000466
1ST FLOOR
D1
Comb4
Combination
Min
5.022
-8.927
0.000214
1ST FLOOR
D1
Comb5
Combination
Max
15.001
3.003
0.000521
1ST FLOOR
D1
Comb5
Combination
Min
14.902
2.926
0.000376
1ST FLOOR
D1
Comb6
Combination
Max
10.335
3.26
0.000531
1ST FLOOR
D1
Comb6
Combination
Min
10.102
3.08
0.000192
1ST FLOOR
D1
Comb7
Combination
Max
15.702
-15.822
0.00074
1ST FLOOR
D1
Comb7
Combination
Min
15.468
-16.002
0.000401
1ST FLOOR
D1
Comb8
Combination
Max
10.902
-15.668
0.000556
ETABS v21.0.0
Max
Max
Page 34 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 1 of 2, continued)
Step
Type
UX
mm
UY
mm
Combination
Min
10.802
-15.745
0.000411
Combination
Max
37.628
3.26
0.001423
Min
4.782
-19.942
0.000105
2.053
-1.19
5.7E-05
0.397
-0.305
1E-05
LinStatic
0.78
-0.532
2.4E-05
STAIR THREAD AND RIZER LOAD
LinStatic
0.012
-0.014
-1E-06
PARTITION WALL LOAD
LinStatic
0.679
-0.258
4.1E-05
D4
FLOOR FINISH LOAD
LinStatic
0.529
-0.343
1.1E-05
D4
EQX
LinStatic
2.338
0.099
0.000127
GROUND FLOOR
D4
EQX
LinStatic
Min
2.295
-0.018
1.4E-05
GROUND FLOOR
D4
EQY
LinStatic
Max
0.034
3.594
0.000103
GROUND FLOOR
D4
EQY
LinStatic
Min
0.001
3.507
1.9E-05
GROUND FLOOR
D4
WIND LOAD
LinStatic
Max
3.499
4.184
6.6E-05
GROUND FLOOR
D4
WIND LOAD
LinStatic
Min
0.028
-0.035
-4E-06
GROUND FLOOR
D4
ROOF LOAD
LinStatic
0.14
-0.055
1E-06
GROUND FLOOR
D4
SPECX1
LinRespSpec
3.162
0.682
0.000133
GROUND FLOOR
D4
SERVICE
Combination
4.591
-2.695
0.000144
GROUND FLOOR
D4
ULTIMATE
Combination
6.257
-3.685
0.000196
GROUND FLOOR
D4
Comb1
Combination
Max
4.511
-0.131
0.000193
GROUND FLOOR
D4
Comb1
Combination
Min
4.477
-0.221
0.000105
GROUND FLOOR
D4
Comb2
Combination
Max
4.51
-2.235
0.000182
GROUND FLOOR
D4
Comb2
Combination
Min
4.456
-2.378
4.3E-05
GROUND FLOOR
D4
Comb3
Combination
Max
-0.112
-0.185
7.7E-05
GROUND FLOOR
D4
Comb3
Combination
Min
-0.166
-0.329
-6.1E-05
GROUND FLOOR
D4
Comb4
Combination
Max
-0.133
-2.342
1.5E-05
GROUND FLOOR
D4
Comb4
Combination
Min
-0.167
-2.433
-7.3E-05
GROUND FLOOR
D4
Comb5
Combination
Max
2.894
2.307
0.000167
GROUND FLOOR
D4
Comb5
Combination
Min
2.875
2.255
0.000117
GROUND FLOOR
D4
Comb6
Combination
Max
1.518
2.318
0.000159
GROUND FLOOR
D4
Comb6
Combination
Min
1.472
2.195
4E-05
GROUND FLOOR
D4
Comb7
Combination
Max
2.872
-4.758
8E-05
GROUND FLOOR
D4
Comb7
Combination
Min
2.826
-4.881
-3.9E-05
GROUND FLOOR
D4
Comb8
Combination
Max
1.469
-4.818
3E-06
GROUND FLOOR
D4
Comb8
Combination
Min
1.45
-4.87
-4.7E-05
GROUND FLOOR
D4
ENV
Combination
Max
6.257
2.318
0.000196
GROUND FLOOR
D4
ENV
Combination
Min
-0.167
-4.881
-7.3E-05
Story
Diaphragm
Output Case
Case Type
1ST FLOOR
D1
Comb8
1ST FLOOR
D1
ENV
1ST FLOOR
D1
ENV
Combination
GROUND FLOOR
D4
Dead
LinStatic
GROUND FLOOR
D4
Live
LinStatic
GROUND FLOOR
D4
WALL LOAD
GROUND FLOOR
D4
GROUND FLOOR
D4
GROUND FLOOR
GROUND FLOOR
Max
Max
RZ
rad
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2)
ETABS v21.0.0
Story
Diaphragm
Point
X
m
Y
m
Z
m
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
Page 35 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2, continued)
ETABS v21.0.0
Story
Diaphragm
Point
X
m
Y
m
Z
m
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
ROOF
D5
14
9.52
10.875
14.14
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
Page 36 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2, continued)
ETABS v21.0.0
Story
Diaphragm
Point
X
m
Y
m
Z
m
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
3RD FLOOR
D3
17
5.5271
9.2196
11.23
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
Page 37 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2, continued)
ETABS v21.0.0
Story
Diaphragm
Point
X
m
Y
m
Z
m
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
2ND FLOOR
D2
29
5.6625
9.2178
8.32
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
1ST FLOOR
D1
33
5.368
8.5862
5.41
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
Page 38 of 85
Analysis Results
5/17/2023
Table 4.3 - Diaphragm Center Of Mass Displacements (Part 2 of 2, continued)
Story
Diaphragm
Point
X
m
Y
m
Z
m
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
GROUND FLOOR
D4
34
5.4459
9.3255
2.5
4.2 Story Results
Table 4.4 - Story Max Over Avg Displacements
Step
Type
Output Case
Case Type
3RD FLOOR
Dead
LinStatic
X
44.832
32.509
1.379
3RD FLOOR
Dead
LinStatic
Y
25.814
18.579
1.389
2ND FLOOR
Dead
LinStatic
X
30.739
22.579
1.361
2ND FLOOR
Dead
LinStatic
Y
16.874
12.083
1.396
1ST FLOOR
Dead
LinStatic
X
15.782
11.713
1.347
1ST FLOOR
Dead
LinStatic
Y
8.189
5.8
1.412
GROUND FLOOR
Dead
LinStatic
X
2.354
1.939
1.214
GROUND FLOOR
Dead
LinStatic
Y
1.501
1.189
1.262
3RD FLOOR
Live
LinStatic
X
10.995
8.122
1.354
ETABS v21.0.0
Direction
Maximum Average
mm
mm
Story
Ratio
Page 39 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Step
Type
Direction
Maximum Average
mm
mm
Story
Output Case
Case Type
Ratio
3RD FLOOR
Live
LinStatic
Y
7.465
5.779
1.292
2ND FLOOR
Live
LinStatic
X
7.463
5.618
1.328
2ND FLOOR
Live
LinStatic
Y
4.824
3.741
1.29
1ST FLOOR
Live
LinStatic
X
3.736
2.853
1.309
1ST FLOOR
Live
LinStatic
Y
2.278
1.76
1.295
GROUND FLOOR
Live
LinStatic
X
0.449
0.377
1.192
GROUND FLOOR
Live
LinStatic
Y
0.359
0.305
1.178
3RD FLOOR
WALL LOAD
LinStatic
X
17.024
12.191
1.396
3RD FLOOR
WALL LOAD
LinStatic
Y
9.424
6.587
1.431
2ND FLOOR
WALL LOAD
LinStatic
X
11.626
8.422
1.38
2ND FLOOR
WALL LOAD
LinStatic
Y
6.249
4.367
1.431
1ST FLOOR
WALL LOAD
LinStatic
X
5.967
4.349
1.372
1ST FLOOR
WALL LOAD
LinStatic
Y
3.178
2.228
1.427
GROUND FLOOR
WALL LOAD
LinStatic
X
0.908
0.732
1.241
GROUND FLOOR
WALL LOAD
LinStatic
Y
0.664
0.531
1.249
3RD FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.243
0.138
1.77
3RD FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.235
0.173
1.36
2ND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.163
0.081
2.015
2ND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.181
0.133
1.362
1ST FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.096
0.041
2.31
1ST FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.114
0.082
1.389
GROUND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.023
0.015
1.564
GROUND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.02
0.014
1.458
3RD FLOOR
PARTITION WALL LOAD
LinStatic
X
16.021
10.218
1.568
3RD FLOOR
PARTITION WALL LOAD
LinStatic
Y
15.024
11.617
1.293
2ND FLOOR
PARTITION WALL LOAD
LinStatic
X
11.13
7.232
1.539
2ND FLOOR
PARTITION WALL LOAD
LinStatic
Y
9.54
7.252
1.316
1ST FLOOR
PARTITION WALL LOAD
LinStatic
X
5.84
3.852
1.516
1ST FLOOR
PARTITION WALL LOAD
LinStatic
Y
4.031
2.864
1.408
GROUND FLOOR
PARTITION WALL LOAD
LinStatic
X
0.898
0.596
1.506
GROUND FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.483
0.257
1.881
3RD FLOOR
FLOOR FINISH LOAD
LinStatic
X
11.383
8.462
1.345
3RD FLOOR
FLOOR FINISH LOAD
LinStatic
Y
6.489
4.774
1.359
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
X
7.823
5.888
1.329
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
Y
4.279
3.143
1.362
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
X
4.013
3.054
1.314
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
Y
2.116
1.553
1.363
GROUND FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.587
0.507
1.158
GROUND FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.403
0.342
1.176
3RD FLOOR
EQX
LinStatic
Max
X
18.699
16.96
1.103
2ND FLOOR
EQX
LinStatic
Max
X
15.706
14.146
1.11
1ST FLOOR
EQX
LinStatic
Max
X
10.633
9.222
1.153
GROUND FLOOR
EQX
LinStatic
Max
X
3.009
2.586
1.163
GROUND FLOOR
EQX
LinStatic
Max
Y
0.795
0.35
2.272
3RD FLOOR
EQX
LinStatic
Min
X
14.781
12.97
1.14
ETABS v21.0.0
Page 40 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Story
Output Case
Case Type
Step
Type
3RD FLOOR
EQX
LinStatic
Min
Y
3.358
2.086
1.61
2ND FLOOR
EQX
LinStatic
Min
X
12.199
10.564
1.155
2ND FLOOR
EQX
LinStatic
Min
Y
2.824
1.705
1.656
1ST FLOOR
EQX
LinStatic
Min
X
7.746
6.337
1.222
1ST FLOOR
EQX
LinStatic
Min
Y
2.074
1.176
1.763
GROUND FLOOR
EQX
LinStatic
Min
X
2.37
1.765
1.343
GROUND FLOOR
EQX
LinStatic
Min
Y
0.593
0.267
2.224
3RD FLOOR
EQY
LinStatic
Max
Y
18.701
17.26
1.083
2ND FLOOR
EQY
LinStatic
Max
Y
16.128
15.041
1.072
1ST FLOOR
EQY
LinStatic
Max
Y
10.48
9.964
1.052
GROUND FLOOR
EQY
LinStatic
Max
Y
4.157
3.781
1.099
3RD FLOOR
EQY
LinStatic
Min
X
4.654
2.554
1.822
3RD FLOOR
EQY
LinStatic
Min
Y
16.196
15.108
1.072
2ND FLOOR
EQY
LinStatic
Min
X
3.683
2.118
1.739
2ND FLOOR
EQY
LinStatic
Min
Y
13.941
13.134
1.061
1ST FLOOR
EQY
LinStatic
Min
X
1.963
1.157
1.696
1.044
Direction
Maximum Average
mm
mm
Ratio
1ST FLOOR
EQY
LinStatic
Min
Y
9.275
8.883
GROUND FLOOR
EQY
LinStatic
Min
X
0.92
0.41
2.242
GROUND FLOOR
EQY
LinStatic
Min
Y
3.608
3.321
1.086
3RD FLOOR
WIND LOAD
LinStatic
Max
X
23.91
20.596
1.161
3RD FLOOR
WIND LOAD
LinStatic
Max
Y
18.351
16.887
1.087
2ND FLOOR
WIND LOAD
LinStatic
Max
X
20.337
17.391
1.169
2ND FLOOR
WIND LOAD
LinStatic
Max
Y
16.193
15.065
1.075
1ST FLOOR
WIND LOAD
LinStatic
Max
X
12.346
11.162
1.106
1ST FLOOR
WIND LOAD
LinStatic
Max
Y
10.847
10.414
1.042
GROUND FLOOR
WIND LOAD
LinStatic
Max
X
3.533
3.507
1.008
GROUND FLOOR
WIND LOAD
LinStatic
Max
Y
4.547
4.185
1.087
3RD FLOOR
WIND LOAD
LinStatic
Min
X
3.168
0.673
4.706
3RD FLOOR
WIND LOAD
LinStatic
Min
Y
2.595
0.65
3.994
2ND FLOOR
WIND LOAD
LinStatic
Min
X
2.376
0.455
5.221
2ND FLOOR
WIND LOAD
LinStatic
Min
Y
2.149
0.42
5.121
1ST FLOOR
WIND LOAD
LinStatic
Min
X
0.993
0.256
3.879
1ST FLOOR
WIND LOAD
LinStatic
Min
Y
0.946
0.25
3.778
GROUND FLOOR
WIND LOAD
LinStatic
Min
X
0.588
0.105
5.604
GROUND FLOOR
WIND LOAD
LinStatic
Min
Y
0.055
0.035
1.568
3RD FLOOR
ROOF LOAD
LinStatic
X
3.472
2.718
1.277
3RD FLOOR
ROOF LOAD
LinStatic
Y
0.982
0.54
1.82
2ND FLOOR
ROOF LOAD
LinStatic
X
2.366
1.874
1.262
2ND FLOOR
ROOF LOAD
LinStatic
Y
0.641
0.352
1.819
1ST FLOOR
ROOF LOAD
LinStatic
X
1.184
0.941
1.258
1ST FLOOR
ROOF LOAD
LinStatic
Y
0.336
0.193
1.736
GROUND FLOOR
ROOF LOAD
LinStatic
X
0.147
0.137
1.069
GROUND FLOOR
ROOF LOAD
LinStatic
Y
0.062
0.055
1.13
3RD FLOOR
SPECX1
LinRespSpec
Max
X
24.622
21.107
1.167
3RD FLOOR
SPECX1
LinRespSpec
Max
Y
7.835
4.658
1.682
ETABS v21.0.0
Page 41 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Story
Output Case
Case Type
Step
Type
Direction
Maximum Average
mm
mm
2ND FLOOR
SPECX1
LinRespSpec
Max
X
20.641
17.622
1.171
2ND FLOOR
SPECX1
LinRespSpec
Max
Y
6.895
4.115
1.675
1ST FLOOR
SPECX1
LinRespSpec
Max
X
12.38
11.145
1.111
Ratio
1ST FLOOR
SPECX1
LinRespSpec
Max
Y
4.303
2.687
1.602
GROUND FLOOR
SPECX1
LinRespSpec
Max
X
3.379
3.271
1.033
GROUND FLOOR
SPECX1
LinRespSpec
Max
Y
1.214
0.904
1.343
3RD FLOOR
SERVICE
Combination
X
103.759
74.358
1.395
3RD FLOOR
SERVICE
Combination
Y
65.309
48.048
1.359
2ND FLOOR
SERVICE
Combination
X
71.146
51.694
1.376
2ND FLOOR
SERVICE
Combination
Y
42.492
31.072
1.368
1ST FLOOR
SERVICE
Combination
X
36.51
26.803
1.362
1ST FLOOR
SERVICE
Combination
Y
20.178
14.48
1.394
GROUND FLOOR
SERVICE
Combination
X
5.35
4.303
1.243
GROUND FLOOR
SERVICE
Combination
Y
3.479
2.693
1.292
3RD FLOOR
ULTIMATE
Combination
X
141.724
101.601
1.395
3RD FLOOR
ULTIMATE
Combination
Y
89.288
65.731
1.358
2ND FLOOR
ULTIMATE
Combination
X
97.166
70.63
1.376
2ND FLOOR
ULTIMATE
Combination
Y
58.088
42.509
1.366
1ST FLOOR
ULTIMATE
Combination
X
49.849
36.612
1.362
1ST FLOOR
ULTIMATE
Combination
Y
27.582
19.811
1.392
GROUND FLOOR
ULTIMATE
Combination
X
7.29
5.865
1.243
GROUND FLOOR
ULTIMATE
Combination
Y
4.751
3.682
1.29
3RD FLOOR
Comb1
Combination
Max
X
65.434
51.626
1.267
3RD FLOOR
Comb1
Combination
Max
Y
23.209
15.253
1.522
2ND FLOOR
Comb1
Combination
Max
X
47.579
38.197
1.246
2ND FLOOR
Comb1
Combination
Max
Y
14.028
8.632
1.625
1ST FLOOR
Comb1
Combination
Max
X
26.947
21.443
1.257
1ST FLOOR
Comb1
Combination
Max
Y
6.318
3.139
2.012
GROUND FLOOR
Comb1
Combination
Max
X
5.527
4.515
1.224
3RD FLOOR
Comb1
Combination
Min
X
61.75
47.832
1.291
3RD FLOOR
Comb1
Combination
Min
Y
25.801
17.48
1.476
2ND FLOOR
Comb1
Combination
Min
X
44.293
34.805
1.273
2ND FLOOR
Comb1
Combination
Min
Y
16.306
10.624
1.535
1ST FLOOR
Comb1
Combination
Min
X
24.611
19.101
1.288
1ST FLOOR
Comb1
Combination
Min
Y
7.803
4.515
1.728
GROUND FLOOR
Comb1
Combination
Min
X
5.031
3.878
1.297
GROUND FLOOR
Comb1
Combination
Min
Y
1.18
0.413
2.857
3RD FLOOR
Comb2
Combination
Max
X
68.226
53.158
1.283
3RD FLOOR
Comb2
Combination
Max
Y
32.927
24.318
1.354
2ND FLOOR
Comb2
Combination
Max
X
49.789
39.476
1.261
2ND FLOOR
Comb2
Combination
Max
Y
22.386
16.509
1.356
1ST FLOOR
Comb2
Combination
Max
X
28.125
22.282
1.262
1ST FLOOR
Comb2
Combination
Max
Y
11.749
8.403
1.398
GROUND FLOOR
Comb2
Combination
Max
X
5.468
4.761
1.148
GROUND FLOOR
Comb2
Combination
Max
Y
2.614
1.928
1.356
ETABS v21.0.0
Page 42 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Story
Output Case
Case Type
Step
Type
Direction
3RD FLOOR
Comb2
Combination
Min
X
62.407
47.165
3RD FLOOR
Comb2
Combination
Min
Y
37.021
27.836
1.33
2ND FLOOR
Comb2
Combination
Min
X
44.601
34.121
1.307
2ND FLOOR
Comb2
Combination
Min
Y
25.983
19.653
1.322
1ST FLOOR
Comb2
Combination
Min
X
24.441
18.589
1.315
1ST FLOOR
Comb2
Combination
Min
Y
14.091
10.571
1.333
GROUND FLOOR
Comb2
Combination
Min
X
4.685
3.756
1.247
GROUND FLOOR
Comb2
Combination
Min
Y
3.223
2.682
1.202
3RD FLOOR
Comb3
Combination
Max
X
33.855
22.725
1.49
3RD FLOOR
Comb3
Combination
Max
Y
19.086
12.789
1.492
2ND FLOOR
Comb3
Combination
Max
X
21.354
14.408
1.482
2ND FLOOR
Comb3
Combination
Max
Y
10.658
6.758
1.577
1ST FLOOR
Comb3
Combination
Max
X
9.365
6.549
1.43
1ST FLOOR
Comb3
Combination
Max
Y
3.655
2.085
1.753
GROUND FLOOR
Comb3
Combination
Max
X
0.404
0.157
2.579
GROUND FLOOR
Comb3
Combination
Max
Y
0.234
0.028
8.402
3RD FLOOR
Comb3
Combination
Min
X
28.036
16.733
1.676
3RD FLOOR
Comb3
Combination
Min
Y
23.18
16.307
1.421
2ND FLOOR
Comb3
Combination
Min
X
16.167
9.053
1.786
2ND FLOOR
Comb3
Combination
Min
Y
14.256
9.901
1.44
1ST FLOOR
Comb3
Combination
Min
X
5.682
2.856
1.99
1ST FLOOR
Comb3
Combination
Min
Y
5.997
4.254
1.41
GROUND FLOOR
Comb3
Combination
Min
X
0.824
0.515
1.599
GROUND FLOOR
Comb3
Combination
Min
Y
0.665
0.519
1.281
3RD FLOOR
Comb4
Combination
Max
X
34.512
22.059
1.565
3RD FLOOR
Comb4
Combination
Max
Y
30.306
23.145
1.309
2ND FLOOR
Comb4
Combination
Max
X
21.663
13.724
1.578
2ND FLOOR
Comb4
Combination
Max
Y
20.335
15.787
1.288
1ST FLOOR
Comb4
Combination
Max
X
9.196
6.037
1.523
1ST FLOOR
Comb4
Combination
Max
Y
9.943
8.142
1.221
GROUND FLOOR
Comb4
Combination
Max
Y
2.324
2.181
1.066
3RD FLOOR
Comb4
Combination
Min
X
30.828
18.265
1.688
3RD FLOOR
Comb4
Combination
Min
Y
32.898
25.372
1.297
2ND FLOOR
Comb4
Combination
Min
X
18.376
10.332
1.779
2ND FLOOR
Comb4
Combination
Min
Y
22.614
17.779
1.272
1ST FLOOR
Comb4
Combination
Min
X
6.86
3.695
1.856
1ST FLOOR
Comb4
Combination
Min
Y
11.428
9.517
1.201
GROUND FLOOR
Comb4
Combination
Min
X
0.55
0.35
1.569
GROUND FLOOR
Comb4
Combination
Min
Y
2.83
2.604
1.087
3RD FLOOR
Comb5
Combination
Max
X
51.219
39.823
1.286
2ND FLOOR
Comb5
Combination
Max
X
35.905
28.463
1.261
1ST FLOOR
Comb5
Combination
Max
X
19.473
15.304
1.272
1ST FLOOR
Comb5
Combination
Max
Y
5.818
3.401
1.711
GROUND FLOOR
Comb5
Combination
Max
X
3.776
2.784
1.356
GROUND FLOOR
Comb5
Combination
Max
Y
3.222
2.42
1.331
ETABS v21.0.0
Maximum Average
mm
mm
Ratio
1.323
Page 43 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Story
Output Case
Case Type
Step
Type
Direction
3RD FLOOR
Comb5
Combination
Min
X
49.087
37.626
3RD FLOOR
Comb5
Combination
Min
Y
11.862
5.046
2.351
2ND FLOOR
Comb5
Combination
Min
X
34.007
26.504
1.283
1ST FLOOR
Comb5
Combination
Min
X
18.13
13.958
1.299
1ST FLOOR
Comb5
Combination
Min
Y
5.091
2.611
1.95
GROUND FLOOR
Comb5
Combination
Min
X
3.49
2.417
1.444
GROUND FLOOR
Comb5
Combination
Min
Y
2.893
2.145
1.349
3RD FLOOR
Comb6
Combination
Max
X
42.851
32.291
1.327
2ND FLOOR
Comb6
Combination
Max
X
29.023
22.344
1.299
2ND FLOOR
Comb6
Combination
Max
Y
6.193
2.424
2.555
1ST FLOOR
Comb6
Combination
Max
X
14.899
11.539
1.291
1ST FLOOR
Comb6
Combination
Max
Y
6.031
4.13
1.46
GROUND FLOOR
Comb6
Combination
Max
X
2.355
1.725
1.365
GROUND FLOOR
Comb6
Combination
Max
Y
3.186
2.58
1.235
3RD FLOOR
Comb6
Combination
Min
X
37.867
27.158
1.394
3RD FLOOR
Comb6
Combination
Min
Y
11.853
5.362
2.21
2ND FLOOR
Comb6
Combination
Min
X
24.583
17.761
1.384
1ST FLOOR
Comb6
Combination
Min
X
11.751
8.382
1.402
1ST FLOOR
Comb6
Combination
Min
Y
4.326
2.276
1.9
GROUND FLOOR
Comb6
Combination
Min
X
1.685
0.866
1.946
GROUND FLOOR
Comb6
Combination
Min
Y
2.417
1.935
1.249
3RD FLOOR
Comb7
Combination
Max
X
58.395
42.733
1.366
3RD FLOOR
Comb7
Combination
Max
Y
44.254
35.262
1.255
2ND FLOOR
Comb7
Combination
Max
X
41.372
30.768
1.345
2ND FLOOR
Comb7
Combination
Max
Y
32.217
26.144
1.232
1ST FLOOR
Comb7
Combination
Max
X
22.056
16.756
1.316
1ST FLOOR
Comb7
Combination
Max
Y
17.973
14.933
1.204
GROUND FLOOR
Comb7
Combination
Max
X
3.292
3.083
1.068
GROUND FLOOR
Comb7
Combination
Max
Y
4.787
4.555
1.051
3RD FLOOR
Comb7
Combination
Min
X
53.411
37.6
1.421
3RD FLOOR
Comb7
Combination
Min
Y
47.761
38.276
1.248
2ND FLOOR
Comb7
Combination
Min
X
36.932
26.185
1.41
2ND FLOOR
Comb7
Combination
Min
Y
35.297
28.835
1.224
1ST FLOOR
Comb7
Combination
Min
X
18.908
13.599
1.39
1ST FLOOR
Comb7
Combination
Min
Y
19.975
16.786
1.19
GROUND FLOOR
Comb7
Combination
Min
X
2.775
2.455
1.131
GROUND FLOOR
Comb7
Combination
Min
Y
5.192
5.059
1.026
3RD FLOOR
Comb8
Combination
Max
X
47.175
32.265
1.462
3RD FLOOR
Comb8
Combination
Max
Y
44.245
35.578
1.244
2ND FLOOR
Comb8
Combination
Max
X
31.948
22.025
1.451
2ND FLOOR
Comb8
Combination
Max
Y
32.285
26.524
1.217
1ST FLOOR
Comb8
Combination
Max
X
15.676
11.18
1.402
1ST FLOOR
Comb8
Combination
Max
Y
17.876
15.267
1.171
GROUND FLOOR
Comb8
Combination
Max
X
1.886
1.682
1.122
GROUND FLOOR
Comb8
Combination
Max
Y
4.814
4.714
1.021
ETABS v21.0.0
Maximum Average
mm
mm
Ratio
1.305
Page 44 of 85
Analysis Results
5/17/2023
Table 4.4 - Story Max Over Avg Displacements (continued)
Story
Output Case
Case Type
Step
Type
Direction
Maximum Average
mm
mm
3RD FLOOR
Comb8
Combination
Min
X
45.043
30.068
1.498
3RD FLOOR
Comb8
Combination
Min
Y
45.747
36.868
1.241
2ND FLOOR
Comb8
Combination
Min
X
30.051
20.066
1.498
2ND FLOOR
Comb8
Combination
Min
Y
33.602
27.675
1.214
1ST FLOOR
Comb8
Combination
Min
X
14.334
9.834
1.458
1ST FLOOR
Comb8
Combination
Min
Y
18.73
16.057
1.166
GROUND FLOOR
Comb8
Combination
Min
X
1.465
1.333
1.099
GROUND FLOOR
Comb8
Combination
Min
Y
5.128
4.977
1.03
3RD FLOOR
ENV
Combination
Max
X
141.724
101.601
1.395
2ND FLOOR
ENV
Combination
Max
X
97.166
70.63
1.376
1ST FLOOR
ENV
Combination
Max
X
49.849
36.612
1.362
1ST FLOOR
ENV
Combination
Max
Y
6.031
4.13
1.46
GROUND FLOOR
ENV
Combination
Max
X
7.29
5.865
1.243
GROUND FLOOR
ENV
Combination
Max
Y
3.222
2.598
1.24
3RD FLOOR
ENV
Combination
Min
X
28.036
16.733
1.676
3RD FLOOR
ENV
Combination
Min
Y
89.288
65.731
1.358
2ND FLOOR
ENV
Combination
Min
X
16.167
9.053
1.786
2ND FLOOR
ENV
Combination
Min
Y
58.088
42.509
1.366
1ST FLOOR
ENV
Combination
Min
X
5.682
2.856
1.99
1ST FLOOR
ENV
Combination
Min
Y
27.582
20.59
1.34
GROUND FLOOR
ENV
Combination
Min
X
0.824
0.515
1.599
GROUND FLOOR
ENV
Combination
Min
Y
5.192
5.059
1.026
Ratio
Table 4.5 - Story Drifts
Direction
Drift
Label
X
m
Y
m
Z
m
LinStatic
X
0.004794
30
10.92
0
14.14
Dead
LinStatic
Y
0.003018
38
10.92
-1.9
14.14
ROOF
Live
LinStatic
X
0.001188
30
10.92
0
14.14
ROOF
Live
LinStatic
Y
0.000907
38
10.92
-1.9
14.14
ROOF
WALL LOAD
LinStatic
X
0.001849
30
10.92
0
14.14
ROOF
WALL LOAD
LinStatic
Y
0.001049
38
10.92
-1.9
14.14
ROOF
STAIR THREAD AND RIZER
LOAD
LinStatic
X
3E-05
16
10.92
11.2
14.14
ROOF
STAIR THREAD AND RIZER
LOAD
LinStatic
Y
1.9E-05
46
13.195
18.6
14.14
ROOF
PARTITION WALL LOAD
LinStatic
X
0.001637
6
10.92
4.05
14.14
ROOF
PARTITION WALL LOAD
LinStatic
Y
0.001835
38
10.92
-1.9
14.14
Story
Output Case
Case Type
ROOF
Dead
ROOF
ETABS v21.0.0
Step
Type
Page 45 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Direction
Drift
Label
X
m
Y
m
Z
m
LinStatic
X
0.001182
30
10.92
0
14.14
FLOOR FINISH LOAD
LinStatic
Y
0.000751
38
10.92
-1.9
14.14
ROOF
EQX
LinStatic
Max
X
0.000868
38
10.92
-1.9
14.14
ROOF
EQX
LinStatic
Max
Y
0.000229
46
13.195
18.6
14.14
ROOF
EQX
LinStatic
Min
X
0.000757
38
10.92
-1.9
14.14
ROOF
EQX
LinStatic
Min
Y
0.000237
46
13.195
18.6
14.14
ROOF
EQY
LinStatic
Max
X
0.000198
30
10.92
0
14.14
ROOF
EQY
LinStatic
Max
Y
0.000447
46
13.195
18.6
14.14
ROOF
EQY
LinStatic
Min
X
0.000275
30
10.92
0
14.14
ROOF
EQY
LinStatic
Min
Y
0.000441
46
13.195
18.6
14.14
ROOF
WIND LOAD
LinStatic
Max
X
0.000806
30
10.92
0
14.14
ROOF
WIND LOAD
LinStatic
Max
Y
0.000243
46
13.195
18.6
14.14
ROOF
WIND LOAD
LinStatic
Min
X
0.000238
30
10.92
0
14.14
ROOF
WIND LOAD
LinStatic
Min
Y
0.000288
46
13.195
18.6
14.14
ROOF
ROOF LOAD
LinStatic
X
0.000416
38
10.92
-1.9
14.14
ROOF
ROOF LOAD
LinStatic
Y
0.000128
38
10.92
-1.9
14.14
ROOF
SPECX1
LinRespSpec
Max
X
0.000956
38
10.92
-1.9
14.14
ROOF
SPECX1
LinRespSpec
Max
Y
0.00033
46
13.195
18.6
14.14
ROOF
SERVICE
Combination
X
0.011035
30
10.92
0
14.14
ROOF
SERVICE
Combination
Y
0.007704
38
10.92
-1.9
14.14
ROOF
ULTIMATE
Combination
X
0.015075
30
10.92
0
14.14
ROOF
ULTIMATE
Combination
Y
0.010537
38
10.92
-1.9
14.14
ROOF
Comb1
Combination
X
0.005911
30
10.92
0
14.14
Story
Output Case
Case Type
ROOF
FLOOR FINISH LOAD
ROOF
ETABS v21.0.0
Step
Type
Max
Page 46 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
ROOF
Comb1
Combination
Max
Y
0.003379
30
10.92
0
14.14
ROOF
Comb1
Combination
Min
X
0.005832
30
10.92
0
14.14
ROOF
Comb1
Combination
Min
Y
0.003388
30
10.92
0
14.14
ROOF
Comb2
Combination
Max
X
0.006075
30
10.92
0
14.14
ROOF
Comb2
Combination
Max
Y
0.003595
30
10.92
0
14.14
ROOF
Comb2
Combination
Min
X
0.005951
30
10.92
0
14.14
ROOF
Comb2
Combination
Min
Y
0.003609
30
10.92
0
14.14
ROOF
Comb3
Combination
Max
X
0.004349
30
10.92
0
14.14
ROOF
Comb3
Combination
Max
Y
0.002972
38
10.92
-1.9
14.14
ROOF
Comb3
Combination
Min
X
0.004225
30
10.92
0
14.14
ROOF
Comb3
Combination
Min
Y
0.002987
38
10.92
-1.9
14.14
ROOF
Comb4
Combination
Max
X
0.004468
30
10.92
0
14.14
ROOF
Comb4
Combination
Max
Y
0.003193
38
10.92
-1.9
14.14
ROOF
Comb4
Combination
Min
X
0.00439
30
10.92
0
14.14
ROOF
Comb4
Combination
Min
Y
0.003202
38
10.92
-1.9
14.14
ROOF
Comb5
Combination
Max
X
0.005175
30
10.92
0
14.14
ROOF
Comb5
Combination
Max
Y
0.002985
38
10.92
-1.9
14.14
ROOF
Comb5
Combination
Min
X
0.005129
30
10.92
0
14.14
ROOF
Comb5
Combination
Min
Y
0.002991
38
10.92
-1.9
14.14
ROOF
Comb6
Combination
Max
X
0.00473
30
10.92
0
14.14
ROOF
Comb6
Combination
Max
Y
0.002861
38
10.92
-1.9
14.14
ROOF
Comb6
Combination
Min
X
0.004623
30
10.92
0
14.14
ROOF
Comb6
Combination
Min
Y
0.002873
38
10.92
-1.9
14.14
ROOF
Comb7
Combination
Max
X
0.005678
30
10.92
0
14.14
ETABS v21.0.0
Page 47 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
ROOF
Comb7
Combination
Max
Y
0.003708
30
10.92
0
14.14
ROOF
Comb7
Combination
Min
X
0.005571
30
10.92
0
14.14
ROOF
Comb7
Combination
Min
Y
0.00372
30
10.92
0
14.14
ROOF
Comb8
Combination
Max
X
0.005172
30
10.92
0
14.14
ROOF
Comb8
Combination
Max
Y
0.00359
30
10.92
0
14.14
ROOF
Comb8
Combination
Min
X
0.005126
30
10.92
0
14.14
ROOF
Comb8
Combination
Min
Y
0.003596
30
10.92
0
14.14
ROOF
ENV
Combination
Max
X
0.015075
30
10.92
0
14.14
ROOF
ENV
Combination
Max
Y
0.002861
38
10.92
-1.9
14.14
ROOF
ENV
Combination
Min
X
0.004225
30
10.92
0
14.14
ROOF
ENV
Combination
Min
Y
0.010537
38
10.92
-1.9
14.14
3RD FLOOR
Dead
LinStatic
X
0.005112
32
-1.6
-1.75
11.23
3RD FLOOR
Dead
LinStatic
Y
0.003407
80
-2.1754
0
11.23
3RD FLOOR
Live
LinStatic
X
0.00128
32
-1.6
-1.75
11.23
3RD FLOOR
Live
LinStatic
Y
0.00099
80
-2.1754
0
11.23
3RD FLOOR
WALL LOAD
LinStatic
X
0.00196
32
-1.6
-1.75
11.23
3RD FLOOR
WALL LOAD
LinStatic
Y
0.001222
80
-2.1754
0
11.23
3RD FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
X
2.9E-05
108
0
20.125
11.23
3RD FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
Y
2E-05
46
13.195
18.6
11.23
3RD FLOOR
PARTITION WALL LOAD
LinStatic
X
0.001804
32
-1.6
-1.75
11.23
3RD FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.002038
80
-2.1754
0
11.23
3RD FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.001287
32
-1.6
-1.75
11.23
3RD FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.000839
80
-2.1754
0
11.23
3RD FLOOR
EQX
LinStatic
Max
X
0.001053
32
-1.6
-1.75
11.23
3RD FLOOR
EQX
LinStatic
Min
X
0.000887
15
10.92
6.9
11.23
3RD FLOOR
EQX
LinStatic
Min
Y
0.000214
80
-2.1754
0
11.23
ETABS v21.0.0
Page 48 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
3RD FLOOR
EQY
LinStatic
Max
Y
0.000944
80
-2.1754
0
11.23
3RD FLOOR
EQY
LinStatic
Min
X
0.000382
32
-1.6
-1.75
11.23
3RD FLOOR
EQY
LinStatic
Min
Y
0.000807
80
-2.1754
0
11.23
3RD FLOOR
WIND LOAD
LinStatic
Max
X
0.001248
108
0
20.125
11.23
3RD FLOOR
WIND LOAD
LinStatic
Max
Y
0.000788
80
-2.1754
0
11.23
3RD FLOOR
WIND LOAD
LinStatic
Min
X
0.000309
32
-1.6
-1.75
11.23
3RD FLOOR
WIND LOAD
LinStatic
Min
Y
0.000184
46
13.195
18.6
11.23
3RD FLOOR
ROOF LOAD
LinStatic
X
0.000397
32
-1.6
-1.75
11.23
3RD FLOOR
ROOF LOAD
LinStatic
Y
0.000138
80
-2.1754
0
11.23
3RD FLOOR
SPECX1
LinRespSpec
Max
X
0.001494
108
0
20.125
11.23
3RD FLOOR
SPECX1
LinRespSpec
Max
Y
0.000408
80
-2.1754
0
11.23
3RD FLOOR
SERVICE
Combination
X
0.011851
32
-1.6
-1.75
11.23
3RD FLOOR
SERVICE
Combination
Y
0.008641
80
-2.1754
0
11.23
3RD FLOOR
ULTIMATE
Combination
X
0.016191
32
-1.6
-1.75
11.23
3RD FLOOR
ULTIMATE
Combination
Y
0.011814
80
-2.1754
0
11.23
3RD FLOOR
Comb1
Combination
Max
X
0.006435
32
-1.6
-1.75
11.23
3RD FLOOR
Comb1
Combination
Max
Y
0.003495
80
-2.1754
0
11.23
3RD FLOOR
Comb1
Combination
Min
X
0.006272
32
-1.6
-1.75
11.23
3RD FLOOR
Comb1
Combination
Min
Y
0.003635
80
-2.1754
0
11.23
3RD FLOOR
Comb2
Combination
Max
X
0.006664
32
-1.6
-1.75
11.23
3RD FLOOR
Comb2
Combination
Max
Y
0.003979
80
-2.1754
0
11.23
3RD FLOOR
Comb2
Combination
Min
X
0.006406
32
-1.6
-1.75
11.23
3RD FLOOR
Comb2
Combination
Min
Y
0.004201
80
-2.1754
0
11.23
ETABS v21.0.0
Page 49 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
3RD FLOOR
Comb3
Combination
Max
X
0.004587
32
-1.6
-1.75
11.23
3RD FLOOR
Comb3
Combination
Max
Y
0.003207
80
-2.1754
0
11.23
3RD FLOOR
Comb3
Combination
Min
X
0.004329
32
-1.6
-1.75
11.23
3RD FLOOR
Comb3
Combination
Min
Y
0.003429
80
-2.1754
0
11.23
3RD FLOOR
Comb4
Combination
Max
X
0.004721
32
-1.6
-1.75
11.23
3RD FLOOR
Comb4
Combination
Max
Y
0.003773
80
-2.1754
0
11.23
3RD FLOOR
Comb4
Combination
Min
X
0.004558
32
-1.6
-1.75
11.23
3RD FLOOR
Comb4
Combination
Min
Y
0.003913
80
-2.1754
0
11.23
3RD FLOOR
Comb5
Combination
Max
X
0.005526
32
-1.6
-1.75
11.23
3RD FLOOR
Comb5
Combination
Max
Y
0.002824
80
-2.1754
0
11.23
3RD FLOOR
Comb5
Combination
Min
X
0.00543
32
-1.6
-1.75
11.23
3RD FLOOR
Comb5
Combination
Min
Y
0.002907
80
-2.1754
0
11.23
3RD FLOOR
Comb6
Combination
Max
X
0.005021
32
-1.6
-1.75
11.23
3RD FLOOR
Comb6
Combination
Max
Y
0.002696
80
-2.1754
0
11.23
3RD FLOOR
Comb6
Combination
Min
X
0.004798
32
-1.6
-1.75
11.23
3RD FLOOR
Comb6
Combination
Min
Y
0.002887
80
-2.1754
0
11.23
3RD FLOOR
Comb7
Combination
Max
X
0.006195
32
-1.6
-1.75
11.23
3RD FLOOR
Comb7
Combination
Max
Y
0.004521
80
-2.1754
0
11.23
3RD FLOOR
Comb7
Combination
Min
X
0.005972
32
-1.6
-1.75
11.23
3RD FLOOR
Comb7
Combination
Min
Y
0.004712
80
-2.1754
0
11.23
3RD FLOOR
Comb8
Combination
Max
X
0.005563
32
-1.6
-1.75
11.23
3RD FLOOR
Comb8
Combination
Max
Y
0.004501
80
-2.1754
0
11.23
3RD FLOOR
Comb8
Combination
Min
X
0.005467
32
-1.6
-1.75
11.23
3RD FLOOR
Comb8
Combination
Min
Y
0.004584
80
-2.1754
0
11.23
ETABS v21.0.0
Page 50 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
3RD FLOOR
ENV
Combination
Max
X
0.016191
32
-1.6
-1.75
11.23
3RD FLOOR
ENV
Combination
Max
Y
0.002696
80
-2.1754
0
11.23
3RD FLOOR
ENV
Combination
Min
X
0.004329
32
-1.6
-1.75
11.23
3RD FLOOR
ENV
Combination
Min
Y
0.011814
80
-2.1754
0
11.23
2ND FLOOR
Dead
LinStatic
X
0.005404
32
-1.6
-1.75
8.32
2ND FLOOR
Dead
LinStatic
Y
0.003313
80
-2.1754
0
8.32
2ND FLOOR
Live
LinStatic
X
0.001343
32
-1.6
-1.75
8.32
2ND FLOOR
Live
LinStatic
Y
0.000952
80
-2.1754
0
8.32
2ND FLOOR
WALL LOAD
LinStatic
X
0.002047
32
-1.6
-1.75
8.32
2ND FLOOR
WALL LOAD
LinStatic
Y
0.001183
80
-2.1754
0
8.32
2ND FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
X
2.5E-05
108
0
20.125
8.32
2ND FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
Y
2.6E-05
61
13.125
-1.725
8.32
2ND FLOOR
PARTITION WALL LOAD
LinStatic
X
0.001941
32
-1.6
-1.75
8.32
2ND FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.002047
80
-2.1754
0
8.32
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.001373
32
-1.6
-1.75
8.32
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.000822
80
-2.1754
0
8.32
2ND FLOOR
EQX
LinStatic
Max
X
0.00193
108
0
20.125
8.32
2ND FLOOR
EQX
LinStatic
Min
X
0.00153
15
10.92
6.9
8.32
2ND FLOOR
EQX
LinStatic
Min
Y
0.000303
61
13.125
-1.725
8.32
2ND FLOOR
EQY
LinStatic
Max
Y
0.002065
80
-2.1754
0
8.32
2ND FLOOR
EQY
LinStatic
Min
X
0.000691
32
-1.6
-1.75
8.32
2ND FLOOR
EQY
LinStatic
Min
Y
0.001719
80
-2.1754
0
8.32
2ND FLOOR
WIND LOAD
LinStatic
Max
X
0.002845
108
0
20.125
8.32
2ND FLOOR
WIND LOAD
LinStatic
Max
Y
0.001932
80
-2.1754
0
8.32
ETABS v21.0.0
Page 51 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
2ND FLOOR
WIND LOAD
LinStatic
Min
X
0.000552
32
-1.6
-1.75
8.32
2ND FLOOR
WIND LOAD
LinStatic
Min
Y
0.000557
61
13.125
-1.725
8.32
2ND FLOOR
ROOF LOAD
LinStatic
X
0.000422
32
-1.6
-1.75
8.32
2ND FLOOR
ROOF LOAD
LinStatic
Y
0.000125
80
-2.1754
0
8.32
2ND FLOOR
SPECX1
LinRespSpec
Max
X
0.003006
108
0
20.125
8.32
2ND FLOOR
SPECX1
LinRespSpec
Max
Y
0.001111
80
-2.1754
0
8.32
2ND FLOOR
SERVICE
Combination
X
0.012532
32
-1.6
-1.75
8.32
2ND FLOOR
SERVICE
Combination
Y
0.008451
80
-2.1754
0
8.32
2ND FLOOR
ULTIMATE
Combination
X
0.01712
32
-1.6
-1.75
8.32
2ND FLOOR
ULTIMATE
Combination
Y
0.011552
80
-2.1754
0
8.32
2ND FLOOR
Comb1
Combination
Max
X
0.007378
32
-1.6
-1.75
8.32
2ND FLOOR
Comb1
Combination
Max
Y
0.002923
80
-2.1754
0
8.32
2ND FLOOR
Comb1
Combination
Min
X
0.006984
32
-1.6
-1.75
8.32
2ND FLOOR
Comb1
Combination
Min
Y
0.00328
80
-2.1754
0
8.32
2ND FLOOR
Comb2
Combination
Max
X
0.007793
32
-1.6
-1.75
8.32
2ND FLOOR
Comb2
Combination
Max
Y
0.003954
80
-2.1754
0
8.32
2ND FLOOR
Comb2
Combination
Min
X
0.007168
32
-1.6
-1.75
8.32
2ND FLOOR
Comb2
Combination
Min
Y
0.004519
80
-2.1754
0
8.32
2ND FLOOR
Comb3
Combination
Max
X
0.004446
32
-1.6
-1.75
8.32
2ND FLOOR
Comb3
Combination
Max
Y
0.002678
80
-2.1754
0
8.32
2ND FLOOR
Comb3
Combination
Min
X
0.003821
32
-1.6
-1.75
8.32
2ND FLOOR
Comb3
Combination
Min
Y
0.003243
80
-2.1754
0
8.32
2ND FLOOR
Comb4
Combination
Max
X
0.00463
32
-1.6
-1.75
8.32
2ND FLOOR
Comb4
Combination
Max
Y
0.003917
80
-2.1754
0
8.32
2ND FLOOR
Comb4
Combination
Min
X
0.004236
32
-1.6
-1.75
8.32
ETABS v21.0.0
Page 52 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
2ND FLOOR
Comb4
Combination
Min
Y
0.004274
80
-2.1754
0
8.32
2ND FLOOR
Comb5
Combination
Max
X
0.00588
32
-1.6
-1.75
8.32
2ND FLOOR
Comb5
Combination
Max
Y
0.001624
80
-2.1754
0
8.32
2ND FLOOR
Comb5
Combination
Min
X
0.00565
32
-1.6
-1.75
8.32
2ND FLOOR
Comb5
Combination
Min
Y
0.001832
80
-2.1754
0
8.32
2ND FLOOR
Comb6
Combination
Max
X
0.005119
32
-1.6
-1.75
8.32
2ND FLOOR
Comb6
Combination
Max
Y
0.001443
80
-2.1754
0
8.32
2ND FLOOR
Comb6
Combination
Min
X
0.004583
32
-1.6
-1.75
8.32
2ND FLOOR
Comb6
Combination
Min
Y
0.001928
80
-2.1754
0
8.32
2ND FLOOR
Comb7
Combination
Max
X
0.007031
32
-1.6
-1.75
8.32
2ND FLOOR
Comb7
Combination
Max
Y
0.005269
80
-2.1754
0
8.32
2ND FLOOR
Comb7
Combination
Min
X
0.006495
32
-1.6
-1.75
8.32
2ND FLOOR
Comb7
Combination
Min
Y
0.005754
80
-2.1754
0
8.32
2ND FLOOR
Comb8
Combination
Max
X
0.005964
32
-1.6
-1.75
8.32
2ND FLOOR
Comb8
Combination
Max
Y
0.005365
80
-2.1754
0
8.32
2ND FLOOR
Comb8
Combination
Min
X
0.005734
32
-1.6
-1.75
8.32
2ND FLOOR
Comb8
Combination
Min
Y
0.005574
80
-2.1754
0
8.32
2ND FLOOR
ENV
Combination
Max
X
0.01712
32
-1.6
-1.75
8.32
2ND FLOOR
ENV
Combination
Min
X
0.003821
32
-1.6
-1.75
8.32
2ND FLOOR
ENV
Combination
Min
Y
0.011552
80
-2.1754
0
8.32
1ST FLOOR
Dead
LinStatic
X
0.004006
6
10.92
4.05
5.41
1ST FLOOR
Dead
LinStatic
Y
0.002298
18
0
18.6
5.41
1ST FLOOR
Live
LinStatic
X
0.000997
6
10.92
4.05
5.41
1ST FLOOR
Live
LinStatic
Y
0.000659
18
0
18.6
5.41
1ST FLOOR
WALL LOAD
LinStatic
X
0.001496
6
10.92
4.05
5.41
ETABS v21.0.0
Page 53 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Direction
Drift
Label
X
m
Y
m
Z
m
LinStatic
Y
0.000864
18
0
18.6
5.41
STAIR THREAD AND RIZER
LOAD
LinStatic
X
2.5E-05
76
13.1
18.6
5.41
1ST FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
Y
3.6E-05
76
13.1
18.6
5.41
1ST FLOOR
PARTITION WALL LOAD
LinStatic
X
0.001401
6
10.92
4.05
5.41
1ST FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.001219
17
0
13.9
5.41
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.001034
6
10.92
4.05
5.41
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.000589
18
0
18.6
5.41
1ST FLOOR
EQX
LinStatic
Max
X
0.002193
6
10.92
4.05
5.41
1ST FLOOR
EQX
LinStatic
Min
X
0.001861
15
10.92
6.9
5.41
1ST FLOOR
EQX
LinStatic
Min
Y
0.000509
18
0
18.6
5.41
1ST FLOOR
EQY
LinStatic
Max
Y
0.002431
18
0
18.6
5.41
1ST FLOOR
EQY
LinStatic
Min
X
0.000455
6
10.92
4.05
5.41
1ST FLOOR
EQY
LinStatic
Min
Y
0.002068
18
0
18.6
5.41
1ST FLOOR
WIND LOAD
LinStatic
Max
X
0.003029
76
13.1
18.6
5.41
1ST FLOOR
WIND LOAD
LinStatic
Max
Y
0.002414
18
0
18.6
5.41
1ST FLOOR
WIND LOAD
LinStatic
Min
Y
0.000399
76
13.1
18.6
5.41
1ST FLOOR
ROOF LOAD
LinStatic
X
0.00032
6
10.92
4.05
5.41
1ST FLOOR
ROOF LOAD
LinStatic
Y
9.4E-05
18
0
18.6
5.41
1ST FLOOR
SPECX1
LinRespSpec
Max
X
0.003106
76
13.1
18.6
5.41
1ST FLOOR
SPECX1
LinRespSpec
Max
Y
0.001067
18
0
18.6
5.41
1ST FLOOR
SERVICE
Combination
X
0.009255
6
10.92
4.05
5.41
1ST FLOOR
SERVICE
Combination
Y
0.005739
18
0
18.6
5.41
1ST FLOOR
ULTIMATE
Combination
X
0.012644
6
10.92
4.05
5.41
1ST FLOOR
ULTIMATE
Combination
Y
0.007846
18
0
18.6
5.41
Story
Output Case
Case Type
1ST FLOOR
WALL LOAD
1ST FLOOR
ETABS v21.0.0
Step
Type
Page 54 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
1ST FLOOR
Comb1
Combination
Max
X
0.006361
6
10.92
4.05
5.41
1ST FLOOR
Comb1
Combination
Max
Y
0.001898
18
0
18.6
5.41
1ST FLOOR
Comb1
Combination
Min
X
0.006079
6
10.92
4.05
5.41
1ST FLOOR
Comb1
Combination
Min
Y
0.002276
18
0
18.6
5.41
1ST FLOOR
Comb2
Combination
Max
X
0.006635
6
10.92
4.05
5.41
1ST FLOOR
Comb2
Combination
Max
Y
0.003139
18
0
18.6
5.41
1ST FLOOR
Comb2
Combination
Min
X
0.00619
6
10.92
4.05
5.41
1ST FLOOR
Comb2
Combination
Min
Y
0.003735
18
0
18.6
5.41
1ST FLOOR
Comb3
Combination
Max
X
0.002419
6
10.92
4.05
5.41
1ST FLOOR
Comb3
Combination
Max
Y
0.001258
18
0
18.6
5.41
1ST FLOOR
Comb3
Combination
Min
X
0.001975
6
10.92
4.05
5.41
1ST FLOOR
Comb3
Combination
Min
Y
0.001854
18
0
18.6
5.41
1ST FLOOR
Comb4
Combination
Max
X
0.00253
6
10.92
4.05
5.41
1ST FLOOR
Comb4
Combination
Max
Y
0.002717
18
0
18.6
5.41
1ST FLOOR
Comb4
Combination
Min
X
0.002248
6
10.92
4.05
5.41
1ST FLOOR
Comb4
Combination
Min
Y
0.003094
18
0
18.6
5.41
1ST FLOOR
Comb5
Combination
Max
X
0.004669
6
10.92
4.05
5.41
1ST FLOOR
Comb5
Combination
Max
Y
0.001157
76
13.1
18.6
5.41
1ST FLOOR
Comb5
Combination
Min
X
0.004507
6
10.92
4.05
5.41
1ST FLOOR
Comb6
Combination
Max
X
0.003571
6
10.92
4.05
5.41
1ST FLOOR
Comb6
Combination
Max
Y
0.001257
76
13.1
18.6
5.41
1ST FLOOR
Comb6
Combination
Min
X
0.003192
6
10.92
4.05
5.41
1ST FLOOR
Comb7
Combination
Max
X
0.005418
6
10.92
4.05
5.41
1ST FLOOR
Comb7
Combination
Max
Y
0.004571
18
0
18.6
5.41
ETABS v21.0.0
Page 55 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
1ST FLOOR
Comb7
Combination
Min
X
0.005039
6
10.92
4.05
5.41
1ST FLOOR
Comb7
Combination
Min
Y
0.00508
18
0
18.6
5.41
1ST FLOOR
Comb8
Combination
Max
X
0.004102
6
10.92
4.05
5.41
1ST FLOOR
Comb8
Combination
Max
Y
0.004558
18
0
18.6
5.41
1ST FLOOR
Comb8
Combination
Min
X
0.003941
6
10.92
4.05
5.41
1ST FLOOR
Comb8
Combination
Min
Y
0.004775
18
0
18.6
5.41
1ST FLOOR
ENV
Combination
Max
X
0.012644
6
10.92
4.05
5.41
1ST FLOOR
ENV
Combination
Min
X
0.001975
6
10.92
4.05
5.41
1ST FLOOR
ENV
Combination
Min
Y
0.007846
18
0
18.6
5.41
GROUND
FLOOR
Dead
LinStatic
X
0.000942
4
6.62
4.05
2.5
GROUND
FLOOR
Dead
LinStatic
Y
0.0006
18
0
18.6
2.5
GROUND
FLOOR
Live
LinStatic
X
0.00018
4
6.62
4.05
2.5
GROUND
FLOOR
Live
LinStatic
Y
0.000144
18
0
18.6
2.5
GROUND
FLOOR
WALL LOAD
LinStatic
X
0.000363
4
6.62
4.05
2.5
GROUND
FLOOR
WALL LOAD
LinStatic
Y
0.000265
18
0
18.6
2.5
GROUND
FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
X
9E-06
26
10.92
18.6
2.5
GROUND
FLOOR
STAIR THREAD AND RIZER
LOAD
LinStatic
Y
8E-06
26
10.92
18.6
2.5
GROUND
FLOOR
PARTITION WALL LOAD
LinStatic
X
0.000359
4
6.62
4.05
2.5
GROUND
FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.000193
18
0
18.6
2.5
GROUND
FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.000235
4
6.62
4.05
2.5
GROUND
FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.000161
18
0
18.6
2.5
GROUND
FLOOR
EQX
LinStatic
Max
X
0.001203
4
6.62
4.05
2.5
GROUND
FLOOR
EQX
LinStatic
Max
Y
0.000318
26
10.92
18.6
2.5
GROUND
FLOOR
EQX
LinStatic
Min
X
0.000948
4
6.62
4.05
2.5
ETABS v21.0.0
Page 56 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
GROUND
FLOOR
EQX
LinStatic
Min
Y
0.000237
18
0
18.6
2.5
GROUND
FLOOR
EQY
LinStatic
Max
Y
0.001663
26
10.92
18.6
2.5
GROUND
FLOOR
EQY
LinStatic
Min
X
0.000368
26
10.92
18.6
2.5
GROUND
FLOOR
EQY
LinStatic
Min
Y
0.001443
26
10.92
18.6
2.5
GROUND
FLOOR
WIND LOAD
LinStatic
Max
X
0.001413
26
10.92
18.6
2.5
GROUND
FLOOR
WIND LOAD
LinStatic
Max
Y
0.001819
26
10.92
18.6
2.5
GROUND
FLOOR
WIND LOAD
LinStatic
Min
X
0.000235
26
10.92
18.6
2.5
GROUND
FLOOR
WIND LOAD
LinStatic
Min
Y
2.2E-05
26
10.92
18.6
2.5
GROUND
FLOOR
ROOF LOAD
LinStatic
X
5.9E-05
4
6.62
4.05
2.5
GROUND
FLOOR
ROOF LOAD
LinStatic
Y
2.5E-05
18
0
18.6
2.5
GROUND
FLOOR
SPECX1
LinRespSpec
Max
X
0.001351
26
10.92
18.6
2.5
GROUND
FLOOR
SPECX1
LinRespSpec
Max
Y
0.000486
18
0
18.6
2.5
GROUND
FLOOR
SERVICE
Combination
X
0.00214
4
6.62
4.05
2.5
GROUND
FLOOR
SERVICE
Combination
Y
0.001392
18
0
18.6
2.5
GROUND
FLOOR
ULTIMATE
Combination
X
0.002916
4
6.62
4.05
2.5
GROUND
FLOOR
ULTIMATE
Combination
Y
0.0019
18
0
18.6
2.5
GROUND
FLOOR
Comb1
Combination
Max
X
0.002211
4
6.62
4.05
2.5
GROUND
FLOOR
Comb1
Combination
Min
X
0.002012
4
6.62
4.05
2.5
GROUND
FLOOR
Comb1
Combination
Min
Y
0.000472
18
0
18.6
2.5
GROUND
FLOOR
Comb2
Combination
Max
X
0.002187
4
6.62
4.05
2.5
GROUND
FLOOR
Comb2
Combination
Max
Y
0.001046
18
0
18.6
2.5
GROUND
FLOOR
Comb2
Combination
Min
X
0.001874
4
6.62
4.05
2.5
GROUND
FLOOR
Comb2
Combination
Min
Y
0.001289
18
0
18.6
2.5
ETABS v21.0.0
Page 57 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
GROUND
FLOOR
Comb3
Combination
Max
X
0.000162
26
10.92
18.6
2.5
GROUND
FLOOR
Comb3
Combination
Max
Y
9.4E-05
26
10.92
18.6
2.5
GROUND
FLOOR
Comb3
Combination
Min
X
0.000329
26
10.92
18.6
2.5
GROUND
FLOOR
Comb3
Combination
Min
Y
0.000266
26
10.92
18.6
2.5
GROUND
FLOOR
Comb4
Combination
Max
Y
0.00093
22
6.62
18.6
2.5
GROUND
FLOOR
Comb4
Combination
Min
X
0.00022
4
6.62
4.05
2.5
GROUND
FLOOR
Comb4
Combination
Min
Y
0.001132
26
10.92
18.6
2.5
GROUND
FLOOR
Comb5
Combination
Max
X
0.00151
4
6.62
4.05
2.5
GROUND
FLOOR
Comb5
Combination
Max
Y
0.001289
26
10.92
18.6
2.5
GROUND
FLOOR
Comb5
Combination
Min
X
0.001396
4
6.62
4.05
2.5
GROUND
FLOOR
Comb5
Combination
Min
Y
0.001157
26
10.92
18.6
2.5
GROUND
FLOOR
Comb6
Combination
Max
X
0.000942
4
6.62
4.05
2.5
GROUND
FLOOR
Comb6
Combination
Max
Y
0.001274
26
10.92
18.6
2.5
GROUND
FLOOR
Comb6
Combination
Min
X
0.000674
4
6.62
4.05
2.5
GROUND
FLOOR
Comb6
Combination
Min
Y
0.000967
26
10.92
18.6
2.5
GROUND
FLOOR
Comb7
Combination
Max
X
0.001317
4
6.62
4.05
2.5
GROUND
FLOOR
Comb7
Combination
Max
Y
0.001915
10
3
11.2
2.5
GROUND
FLOOR
Comb7
Combination
Min
X
0.001093
13
8.12
6.9
2.5
GROUND
FLOOR
Comb7
Combination
Min
Y
0.002077
18
0
18.6
2.5
GROUND
FLOOR
Comb8
Combination
Max
X
0.000755
26
10.92
18.6
2.5
GROUND
FLOOR
Comb8
Combination
Max
Y
0.001926
22
6.62
18.6
2.5
GROUND
FLOOR
Comb8
Combination
Min
X
0.000585
12
6.62
11.2
2.5
GROUND
FLOOR
Comb8
Combination
Min
Y
0.002051
26
10.92
18.6
2.5
ETABS v21.0.0
Page 58 of 85
Analysis Results
5/17/2023
Table 4.5 - Story Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Drift
Label
X
m
Y
m
Z
m
GROUND
FLOOR
ENV
Combination
Max
X
0.002916
4
6.62
4.05
2.5
GROUND
FLOOR
ENV
Combination
Max
Y
0.001289
26
10.92
18.6
2.5
GROUND
FLOOR
ENV
Combination
Min
X
0.000329
26
10.92
18.6
2.5
GROUND
FLOOR
ENV
Combination
Min
Y
0.002077
18
0
18.6
2.5
Table 4.6 - Story Max Over Avg Drifts
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
X
13.95
8.342
1.672
LinStatic
Y
8.784
6.529
1.345
LinStatic
X
3.458
2.056
1.682
Live
LinStatic
Y
2.639
1.974
1.337
WALL LOAD
LinStatic
X
5.381
3.227
1.667
Story
Output Case
Case Type
ROOF
Dead
LinStatic
ROOF
Dead
ROOF
Live
ROOF
ROOF
Step
Type
ROOF
WALL LOAD
LinStatic
Y
3.054
2.226
1.372
ROOF
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.088
0.052
1.708
ROOF
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.056
0.03
1.877
ROOF
PARTITION WALL LOAD
LinStatic
X
4.765
2.61
1.826
ROOF
PARTITION WALL LOAD
LinStatic
Y
5.339
4.112
1.298
ROOF
FLOOR FINISH LOAD
LinStatic
X
3.439
2.084
1.65
ROOF
FLOOR FINISH LOAD
LinStatic
Y
2.185
1.613
1.355
ROOF
EQX
LinStatic
Max
X
2.526
1.872
1.349
ROOF
EQX
LinStatic
Max
Y
0.667
0.294
2.268
ROOF
EQX
LinStatic
Min
X
2.203
1.651
1.334
ROOF
EQX
LinStatic
Min
Y
0.69
0.324
2.129
ROOF
EQY
LinStatic
Max
X
0.576
0.195
2.96
ROOF
EQY
LinStatic
Max
Y
1.301
1.047
1.242
ROOF
EQY
LinStatic
Min
X
0.799
0.32
2.494
ROOF
EQY
LinStatic
Min
Y
1.284
1.024
1.254
ROOF
WIND LOAD
LinStatic
Max
X
2.346
1.705
1.376
ROOF
WIND LOAD
LinStatic
Max
Y
0.708
0.542
1.308
ROOF
WIND LOAD
LinStatic
Min
X
0.693
0.265
2.615
ROOF
WIND LOAD
LinStatic
Min
Y
0.839
0.371
2.259
ROOF
ROOF LOAD
LinStatic
X
1.211
0.769
1.575
ROOF
ROOF LOAD
LinStatic
Y
0.372
0.254
1.462
ROOF
SPECX1
LinRespSpec
Max
X
2.781
2.414
1.152
ROOF
SPECX1
LinRespSpec
Max
Y
0.961
0.579
1.66
ROOF
SERVICE
Combination
X
32.111
19.06
1.685
ROOF
SERVICE
Combination
Y
22.419
16.748
1.339
ROOF
ULTIMATE
Combination
X
43.868
26.04
1.685
ROOF
ULTIMATE
Combination
Y
30.662
22.906
1.339
ROOF
Comb1
Combination
X
17.2
10.683
1.61
ETABS v21.0.0
Max
Page 59 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
ROOF
Comb1
Combination
Max
Y
9.834
7.162
1.373
ROOF
Comb1
Combination
Min
X
16.972
10.523
1.613
ROOF
Comb1
Combination
Min
Y
9.86
7.189
1.372
ROOF
Comb2
Combination
Max
X
17.68
10.906
1.621
ROOF
Comb2
Combination
Max
Y
10.46
7.706
1.357
ROOF
Comb2
Combination
Min
X
17.318
10.652
1.626
ROOF
Comb2
Combination
Min
Y
10.502
7.75
1.355
ROOF
Comb3
Combination
Max
X
12.656
7.266
1.742
ROOF
Comb3
Combination
Max
Y
8.649
6.492
1.332
ROOF
Comb3
Combination
Min
X
12.295
7.012
1.754
ROOF
Comb3
Combination
Min
Y
8.691
6.535
1.33
ROOF
Comb4
Combination
Max
X
13.002
7.395
1.758
ROOF
Comb4
Combination
Max
Y
9.291
7.052
1.317
ROOF
Comb4
Combination
Min
X
12.774
7.234
1.766
ROOF
Comb4
Combination
Min
Y
9.317
7.08
1.316
ROOF
Comb5
Combination
Max
X
15.058
9.233
1.631
ROOF
Comb5
Combination
Max
Y
8.688
6.291
1.381
ROOF
Comb5
Combination
Min
X
14.924
9.138
1.633
ROOF
Comb5
Combination
Min
Y
8.703
6.308
1.38
ROOF
Comb6
Combination
Max
X
13.763
8.255
1.667
ROOF
Comb6
Combination
Max
Y
8.324
6.082
1.369
ROOF
Comb6
Combination
Min
X
13.453
8.037
1.674
ROOF
Comb6
Combination
Min
Y
8.36
6.12
1.366
ROOF
Comb7
Combination
Max
X
16.522
9.881
1.672
ROOF
Comb7
Combination
Max
Y
10.791
8.122
1.329
ROOF
Comb7
Combination
Min
X
16.211
9.662
1.678
ROOF
Comb7
Combination
Min
Y
10.826
8.159
1.327
ROOF
Comb8
Combination
Max
X
15.05
8.78
1.714
ROOF
Comb8
Combination
Max
Y
10.448
7.934
1.317
ROOF
Comb8
Combination
Min
X
14.916
8.685
1.717
ROOF
Comb8
Combination
Min
Y
10.463
7.95
1.316
ROOF
ENV
Combination
Max
X
43.868
26.04
1.685
ROOF
ENV
Combination
Max
Y
8.324
6.082
1.369
ROOF
ENV
Combination
Min
X
12.295
6.995
1.758
Min
1.339
ROOF
ENV
Combination
Y
30.662
22.906
3RD FLOOR
Dead
LinStatic
X
14.877
9.98
1.491
3RD FLOOR
Dead
LinStatic
Y
9.914
6.473
1.532
3RD FLOOR
Live
LinStatic
X
3.726
2.517
1.48
3RD FLOOR
Live
LinStatic
Y
2.881
2.032
1.418
3RD FLOOR
WALL LOAD
LinStatic
X
5.704
3.789
1.506
3RD FLOOR
WALL LOAD
LinStatic
Y
3.557
2.211
1.609
3RD FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.084
0.056
1.496
3RD FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.059
0.04
1.496
3RD FLOOR
PARTITION WALL LOAD
LinStatic
X
5.25
3.009
1.745
ETABS v21.0.0
Page 60 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
LinStatic
Y
5.93
4.355
1.362
FLOOR FINISH LOAD
LinStatic
X
3.745
2.586
1.448
FLOOR FINISH LOAD
LinStatic
Y
2.44
1.626
1.501
3RD FLOOR
EQX
LinStatic
Max
X
3.065
2.855
1.073
3RD FLOOR
EQX
LinStatic
Min
X
2.581
2.375
1.087
3RD FLOOR
EQX
LinStatic
Min
Y
0.623
0.436
1.427
3RD FLOOR
EQY
LinStatic
Max
Y
2.747
2.255
1.219
3RD FLOOR
EQY
LinStatic
Min
X
1.112
0.463
2.403
3RD FLOOR
EQY
LinStatic
Min
Y
2.349
1.929
1.217
3RD FLOOR
WIND LOAD
LinStatic
Max
X
3.633
3.2
1.135
3RD FLOOR
WIND LOAD
LinStatic
Max
Y
2.293
1.819
1.261
3RD FLOOR
WIND LOAD
LinStatic
Min
X
0.9
0.225
3.998
3RD FLOOR
WIND LOAD
LinStatic
Min
Y
0.536
0.232
2.311
3RD FLOOR
ROOF LOAD
LinStatic
X
1.155
0.847
1.364
3RD FLOOR
ROOF LOAD
LinStatic
Y
0.402
0.186
2.165
3RD FLOOR
SPECX1
LinRespSpec
Max
X
4.348
3.707
1.173
3RD FLOOR
SPECX1
LinRespSpec
Max
Y
1.186
0.745
1.591
3RD FLOOR
SERVICE
Combination
X
34.486
22.784
1.514
3RD FLOOR
SERVICE
Combination
Y
25.145
16.922
1.486
3RD FLOOR
ULTIMATE
Combination
X
47.115
31.136
1.513
3RD FLOOR
ULTIMATE
Combination
Y
34.378
23.15
1.485
3RD FLOOR
Comb1
Combination
Max
X
18.726
13.518
1.385
3RD FLOOR
Comb1
Combination
Max
Y
10.17
6.549
1.553
3RD FLOOR
Comb1
Combination
Min
X
18.252
13.045
1.399
3RD FLOOR
Comb1
Combination
Min
Y
10.577
6.881
1.537
3RD FLOOR
Comb2
Combination
Max
X
19.393
13.796
1.406
3RD FLOOR
Comb2
Combination
Max
Y
11.579
7.706
1.503
3RD FLOOR
Comb2
Combination
Min
X
18.642
13.045
1.429
3RD FLOOR
Comb2
Combination
Min
Y
12.226
8.234
1.485
3RD FLOOR
Comb3
Combination
Max
X
13.348
8.425
1.584
3RD FLOOR
Comb3
Combination
Max
Y
9.332
5.932
1.573
3RD FLOOR
Comb3
Combination
Min
X
12.597
7.674
1.641
3RD FLOOR
Comb3
Combination
Min
Y
9.978
6.46
1.545
3RD FLOOR
Comb4
Combination
Max
X
13.738
8.424
1.631
3RD FLOOR
Comb4
Combination
Max
Y
10.98
7.285
1.507
3RD FLOOR
Comb4
Combination
Min
X
13.264
7.952
1.668
3RD FLOOR
Comb4
Combination
Min
Y
11.388
7.617
1.495
3RD FLOOR
Comb5
Combination
Max
X
16.081
11.428
1.407
3RD FLOOR
Comb5
Combination
Max
Y
8.218
4.971
1.653
3RD FLOOR
Comb5
Combination
Min
X
15.802
11.149
1.417
3RD FLOOR
Comb5
Combination
Min
Y
8.459
5.167
1.637
3RD FLOOR
Comb6
Combination
Max
X
14.61
10.042
1.455
3RD FLOOR
Comb6
Combination
Max
Y
7.845
4.686
1.674
3RD FLOOR
Comb6
Combination
Min
X
13.963
9.396
1.486
Story
Output Case
Case Type
3RD FLOOR
PARTITION WALL LOAD
3RD FLOOR
3RD FLOOR
ETABS v21.0.0
Step
Type
Page 61 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
3RD FLOOR
Comb6
Combination
Min
Y
8.401
5.14
1.634
3RD FLOOR
Comb7
Combination
Max
X
18.026
12.074
1.493
3RD FLOOR
Comb7
Combination
Max
Y
13.157
9.026
1.458
3RD FLOOR
Comb7
Combination
Min
X
17.379
11.428
1.521
3RD FLOOR
Comb7
Combination
Min
Y
13.713
9.48
1.447
3RD FLOOR
Comb8
Combination
Max
X
16.187
10.321
1.568
3RD FLOOR
Comb8
Combination
Max
Y
13.099
8.999
1.456
3RD FLOOR
Comb8
Combination
Min
X
15.908
10.042
1.584
3RD FLOOR
Comb8
Combination
Min
Y
13.339
9.195
1.451
3RD FLOOR
ENV
Combination
Max
X
47.115
31.136
1.513
3RD FLOOR
ENV
Combination
Max
Y
7.845
4.686
1.674
3RD FLOOR
ENV
Combination
Min
X
12.597
7.618
1.654
3RD FLOOR
ENV
Combination
Min
Y
34.378
23.15
1.485
2ND FLOOR
Dead
LinStatic
X
15.726
10.916
1.441
2ND FLOOR
Dead
LinStatic
Y
9.641
6.276
1.536
2ND FLOOR
Live
LinStatic
X
3.908
2.776
1.408
2ND FLOOR
Live
LinStatic
Y
2.771
1.98
1.4
2ND FLOOR
WALL LOAD
LinStatic
X
5.957
4.092
1.456
2ND FLOOR
WALL LOAD
LinStatic
Y
3.442
2.137
1.61
2ND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.072
0.039
1.837
2ND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.074
0.051
1.445
2ND FLOOR
PARTITION WALL LOAD
LinStatic
X
5.648
3.404
1.66
2ND FLOOR
PARTITION WALL LOAD
LinStatic
Y
5.956
4.385
1.358
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
X
3.994
2.846
1.404
2ND FLOOR
FLOOR FINISH LOAD
LinStatic
Y
2.392
1.588
1.506
2ND FLOOR
EQX
LinStatic
Max
X
5.617
5.146
1.092
2ND FLOOR
EQX
LinStatic
Min
X
4.453
4.073
1.093
2ND FLOOR
EQX
LinStatic
Min
Y
0.88
0.624
1.411
2ND FLOOR
EQY
LinStatic
Max
Y
6.01
5.074
1.184
2ND FLOOR
EQY
LinStatic
Min
X
2.01
0.836
2.406
2ND FLOOR
EQY
LinStatic
Min
Y
5.001
4.235
1.181
2ND FLOOR
WIND LOAD
LinStatic
Max
X
8.279
6.208
1.334
2ND FLOOR
WIND LOAD
LinStatic
Max
Y
5.623
4.649
1.209
2ND FLOOR
WIND LOAD
LinStatic
Min
X
1.606
0.213
7.524
Min
2ND FLOOR
WIND LOAD
LinStatic
Y
1.621
0.172
9.416
2ND FLOOR
ROOF LOAD
LinStatic
X
1.229
0.936
1.313
2ND FLOOR
ROOF LOAD
LinStatic
Y
0.364
0.159
2.292
2ND FLOOR
SPECX1
LinRespSpec
Max
X
8.748
6.716
1.303
2ND FLOOR
SPECX1
LinRespSpec
Max
2ND FLOOR
SERVICE
Combination
2ND FLOOR
SERVICE
2ND FLOOR
ULTIMATE
2ND FLOOR
ULTIMATE
Combination
2ND FLOOR
Comb1
Combination
ETABS v21.0.0
Y
3.233
1.908
1.695
X
36.469
25.009
1.458
Combination
Y
24.593
16.577
1.484
Combination
X
49.82
34.178
1.458
Y
33.617
22.676
1.482
X
21.47
16.894
1.271
Max
Page 62 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
2ND FLOOR
Comb1
Combination
Max
Y
8.507
5.363
1.586
2ND FLOOR
Comb1
Combination
Min
X
20.323
15.66
1.298
2ND FLOOR
Comb1
Combination
Min
Y
9.545
6.226
1.533
2ND FLOOR
Comb2
Combination
Max
X
22.677
17.395
1.304
2ND FLOOR
Comb2
Combination
Max
Y
11.507
7.904
1.456
2ND FLOOR
Comb2
Combination
Min
X
20.86
15.441
1.351
2ND FLOOR
Comb2
Combination
Min
Y
13.151
9.271
1.419
2ND FLOOR
Comb3
Combination
Max
X
12.937
8.056
1.606
2ND FLOOR
Comb3
Combination
Max
Y
7.794
4.47
1.744
2ND FLOOR
Comb3
Combination
Min
X
11.12
6.102
1.822
2ND FLOOR
Comb3
Combination
Min
Y
9.438
5.837
1.617
2ND FLOOR
Comb4
Combination
Max
X
13.474
7.837
1.719
2ND FLOOR
Comb4
Combination
Max
Y
11.4
7.514
1.517
2ND FLOOR
Comb4
Combination
Min
X
12.326
6.603
1.867
2ND FLOOR
Comb4
Combination
Min
Y
12.438
8.378
1.485
2ND FLOOR
Comb5
Combination
Max
X
17.111
13.253
1.291
2ND FLOOR
Comb5
Combination
Max
Y
4.725
2.06
2.294
2ND FLOOR
Comb5
Combination
Min
X
16.441
12.532
1.312
2ND FLOOR
Comb5
Combination
Min
Y
5.332
2.564
2.079
2ND FLOOR
Comb6
Combination
Max
X
14.896
10.972
1.358
2ND FLOOR
Comb6
Combination
Max
Y
4.199
1.533
2.74
2ND FLOOR
Comb6
Combination
Min
X
13.336
9.294
1.435
2ND FLOOR
Comb6
Combination
Min
Y
5.611
2.706
2.073
2ND FLOOR
Comb7
Combination
Max
X
20.461
14.203
1.441
2ND FLOOR
Comb7
Combination
Max
Y
15.334
11.034
1.39
2ND FLOOR
Comb7
Combination
Min
X
18.901
12.525
1.509
2ND FLOOR
Comb7
Combination
Min
Y
16.745
12.208
1.372
2ND FLOOR
Comb8
Combination
Max
X
17.356
10.965
1.583
2ND FLOOR
Comb8
Combination
Max
Y
15.613
11.176
1.397
2ND FLOOR
Comb8
Combination
Min
X
16.686
10.244
1.629
2ND FLOOR
Comb8
Combination
Min
Y
16.22
11.681
1.389
2ND FLOOR
ENV
Combination
Max
X
49.82
34.178
1.458
2ND FLOOR
ENV
Combination
Min
X
11.12
6
1.853
2ND FLOOR
ENV
Combination
Min
Y
33.617
22.676
1.482
1ST FLOOR
Dead
LinStatic
X
11.656
8.888
1.311
1ST FLOOR
Dead
LinStatic
Y
6.688
4.196
1.594
1ST FLOOR
Live
LinStatic
X
2.902
2.284
1.271
1ST FLOOR
Live
LinStatic
Y
1.919
1.362
1.409
1ST FLOOR
WALL LOAD
LinStatic
X
4.354
3.264
1.334
1ST FLOOR
WALL LOAD
LinStatic
Y
2.514
1.533
1.64
1ST FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.073
0.039
1.886
1ST FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.104
0.073
1.419
1ST FLOOR
PARTITION WALL LOAD
LinStatic
X
4.076
2.822
1.444
1ST FLOOR
PARTITION WALL LOAD
LinStatic
Y
3.548
2.419
1.467
ETABS v21.0.0
Page 63 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
X
3.008
2.338
1.287
Y
1.713
1.11
1.543
X
6.382
5.968
1.069
X
5.417
4.593
1.179
Y
1.481
0.887
1.67
Max
Y
7.074
6.266
1.129
Min
X
1.325
0.62
2.137
LinStatic
Min
Y
6.018
5.232
1.15
WIND LOAD
LinStatic
Max
X
8.813
7.913
1.114
1ST FLOOR
WIND LOAD
LinStatic
Max
Y
7.025
6.071
1.157
1ST FLOOR
WIND LOAD
LinStatic
Min
Y
1.161
0.35
3.314
1ST FLOOR
ROOF LOAD
LinStatic
X
0.931
0.751
1.24
1ST FLOOR
ROOF LOAD
LinStatic
Y
0.274
0.111
2.457
1ST FLOOR
SPECX1
LinRespSpec
Max
X
9.04
7.918
1.142
1ST FLOOR
SPECX1
LinRespSpec
Max
Y
3.104
1.902
1.632
1ST FLOOR
SERVICE
Combination
X
26.933
20.387
1.321
1ST FLOOR
SERVICE
Combination
Y
16.699
10.805
1.545
1ST FLOOR
ULTIMATE
Combination
X
36.795
27.865
1.32
1ST FLOOR
ULTIMATE
Combination
Y
22.832
14.792
1.544
1ST FLOOR
Comb1
Combination
Max
X
18.512
15.474
1.196
1ST FLOOR
Comb1
Combination
Max
Y
5.524
2.632
2.099
1ST FLOOR
Comb1
Combination
Min
X
17.691
14.279
1.239
1ST FLOOR
Comb1
Combination
Min
Y
6.623
3.708
1.786
1ST FLOOR
Comb2
Combination
Max
X
19.307
15.846
1.218
1ST FLOOR
Comb2
Combination
Max
Y
9.135
5.771
1.583
1ST FLOOR
Comb2
Combination
Min
X
18.014
13.962
1.29
1ST FLOOR
Comb2
Combination
Min
Y
10.868
7.467
1.455
1ST FLOOR
Comb3
Combination
Max
X
7.04
5.185
1.358
1ST FLOOR
Comb3
Combination
Max
Y
3.661
1.742
2.101
1ST FLOOR
Comb3
Combination
Min
X
5.748
3.3
1.741
1ST FLOOR
Comb3
Combination
Min
Y
5.394
3.438
1.569
1ST FLOOR
Comb4
Combination
Max
X
7.363
4.868
1.513
1ST FLOOR
Comb4
Combination
Max
Y
7.905
5.501
1.437
1ST FLOOR
Comb4
Combination
Min
X
6.542
3.672
1.782
1ST FLOOR
Comb4
Combination
Min
Y
9.005
6.578
1.369
1ST FLOOR
Comb5
Combination
Max
X
13.587
11.465
1.185
1ST FLOOR
Comb5
Combination
Max
Y
3.367
1.366
2.464
1ST FLOOR
Comb5
Combination
Min
X
13.117
10.779
1.217
1ST FLOOR
Comb6
Combination
Max
X
10.392
8.737
1.189
1ST FLOOR
Comb6
Combination
Max
Y
3.658
1.956
1.87
1ST FLOOR
Comb6
Combination
Min
X
9.288
7.127
1.303
1ST FLOOR
Comb7
Combination
Max
X
15.767
12.019
1.312
1ST FLOOR
Comb7
Combination
Max
Y
13.301
9.716
1.369
1ST FLOOR
Comb7
Combination
Min
X
14.662
10.409
1.409
Step
Type
Story
Output Case
Case Type
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
1ST FLOOR
FLOOR FINISH LOAD
LinStatic
1ST FLOOR
EQX
LinStatic
Max
1ST FLOOR
EQX
LinStatic
Min
1ST FLOOR
EQX
LinStatic
Min
1ST FLOOR
EQY
LinStatic
1ST FLOOR
EQY
LinStatic
1ST FLOOR
EQY
1ST FLOOR
ETABS v21.0.0
Page 64 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
1ST FLOOR
Comb7
Combination
Min
Y
14.783
11.165
1.324
1ST FLOOR
Comb8
Combination
Max
X
11.937
8.367
1.427
1ST FLOOR
Comb8
Combination
Max
Y
13.262
9.958
1.332
1ST FLOOR
Comb8
Combination
Min
X
11.467
7.681
1.493
1ST FLOOR
Comb8
Combination
Min
Y
13.894
10.576
1.314
1ST FLOOR
ENV
Combination
Max
X
36.795
27.865
1.32
1ST FLOOR
ENV
Combination
Min
X
5.748
3.275
1.755
Min
1ST FLOOR
ENV
Combination
GROUND FLOOR
Dead
LinStatic
Y
22.832
15.19
1.503
X
2.354
1.939
1.214
GROUND FLOOR
Dead
GROUND FLOOR
Live
LinStatic
Y
1.501
1.189
1.262
LinStatic
X
0.449
0.377
GROUND FLOOR
1.192
Live
LinStatic
Y
0.359
0.305
GROUND FLOOR
1.178
WALL LOAD
LinStatic
X
0.908
0.732
1.241
GROUND FLOOR
WALL LOAD
LinStatic
Y
0.664
0.531
1.249
GROUND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
X
0.023
0.015
1.564
GROUND FLOOR
STAIR THREAD AND RIZER LOAD
LinStatic
Y
0.02
0.014
1.458
GROUND FLOOR
PARTITION WALL LOAD
LinStatic
X
0.898
0.596
1.506
GROUND FLOOR
PARTITION WALL LOAD
LinStatic
Y
0.483
0.257
1.881
GROUND FLOOR
FLOOR FINISH LOAD
LinStatic
X
0.587
0.507
1.158
GROUND FLOOR
FLOOR FINISH LOAD
LinStatic
Y
0.403
0.342
1.176
GROUND FLOOR
EQX
LinStatic
Max
X
3.009
2.586
1.163
GROUND FLOOR
EQX
LinStatic
Max
Y
0.795
0.35
2.272
GROUND FLOOR
EQX
LinStatic
Min
X
2.37
1.765
1.343
GROUND FLOOR
EQX
LinStatic
Min
Y
0.593
0.267
2.224
GROUND FLOOR
EQY
LinStatic
Max
Y
4.157
3.781
1.099
GROUND FLOOR
EQY
LinStatic
Min
X
0.92
0.41
2.242
GROUND FLOOR
EQY
LinStatic
Min
Y
3.608
3.321
1.086
GROUND FLOOR
WIND LOAD
LinStatic
Max
X
3.533
3.507
1.008
GROUND FLOOR
WIND LOAD
LinStatic
Max
Y
4.547
4.185
1.087
GROUND FLOOR
WIND LOAD
LinStatic
Min
X
0.588
0.105
5.604
Min
GROUND FLOOR
WIND LOAD
LinStatic
Y
0.055
0.035
1.568
GROUND FLOOR
ROOF LOAD
LinStatic
X
0.147
0.137
1.069
GROUND FLOOR
ROOF LOAD
LinStatic
Y
0.062
0.055
1.13
GROUND FLOOR
SPECX1
LinRespSpec
Max
X
3.379
3.274
1.032
GROUND FLOOR
SPECX1
LinRespSpec
Max
Y
1.214
0.904
1.343
GROUND FLOOR
SERVICE
Combination
X
5.35
4.303
1.243
GROUND FLOOR
SERVICE
Combination
Y
3.479
2.693
1.292
GROUND FLOOR
ULTIMATE
Combination
X
7.29
5.865
1.243
GROUND FLOOR
ULTIMATE
Combination
Y
4.751
3.682
1.29
GROUND FLOOR
Comb1
Combination
Max
X
5.527
4.515
1.224
GROUND FLOOR
Comb1
Combination
Min
X
5.031
3.878
1.297
GROUND FLOOR
Comb1
Combination
Min
Y
1.18
0.413
2.857
GROUND FLOOR
Comb2
Combination
Max
X
5.468
4.761
1.148
GROUND FLOOR
Comb2
Combination
Max
Y
2.614
1.928
1.356
ETABS v21.0.0
Page 65 of 85
Analysis Results
5/17/2023
Table 4.6 - Story Max Over Avg Drifts (continued)
Story
Output Case
Case Type
Step
Type
Direction
Max
Drift
mm
Avg
Drift
mm
Ratio
GROUND FLOOR
Comb2
Combination
Min
X
4.685
3.756
1.247
GROUND FLOOR
Comb2
Combination
Min
Y
3.223
2.682
1.202
GROUND FLOOR
Comb3
Combination
Max
X
0.404
0.177
2.287
GROUND FLOOR
Comb3
Combination
Max
Y
0.234
0.028
8.402
GROUND FLOOR
Comb3
Combination
Min
X
0.824
0.54
1.526
GROUND FLOOR
Comb3
Combination
Min
Y
0.665
0.519
1.281
GROUND FLOOR
Comb4
Combination
Max
Y
2.324
2.181
1.066
GROUND FLOOR
Comb4
Combination
Min
X
0.55
0.355
1.547
GROUND FLOOR
Comb4
Combination
Min
Y
2.83
2.604
1.087
GROUND FLOOR
Comb5
Combination
Max
X
3.776
2.784
1.356
GROUND FLOOR
Comb5
Combination
Max
Y
3.222
2.42
1.331
GROUND FLOOR
Comb5
Combination
Min
X
3.49
2.417
1.444
GROUND FLOOR
Comb5
Combination
Min
Y
2.893
2.145
1.349
GROUND FLOOR
Comb6
Combination
Max
X
2.355
1.725
1.365
GROUND FLOOR
Comb6
Combination
Max
Y
3.186
2.58
1.235
GROUND FLOOR
Comb6
Combination
Min
X
1.685
0.866
1.946
GROUND FLOOR
Comb6
Combination
Min
Y
2.417
1.935
1.249
GROUND FLOOR
Comb7
Combination
Max
X
3.292
3.095
1.064
GROUND FLOOR
Comb7
Combination
Max
Y
4.787
4.555
1.051
GROUND FLOOR
Comb7
Combination
Min
X
2.733
2.434
1.123
GROUND FLOOR
Comb7
Combination
Min
Y
5.192
5.059
1.026
GROUND FLOOR
Comb8
Combination
Max
X
1.886
1.682
1.122
GROUND FLOOR
Comb8
Combination
Max
Y
4.814
4.714
1.021
GROUND FLOOR
Comb8
Combination
Min
X
1.463
1.332
1.098
GROUND FLOOR
Comb8
Combination
Min
Y
5.128
4.977
1.03
GROUND FLOOR
ENV
Combination
Max
X
7.29
5.865
1.243
GROUND FLOOR
ENV
Combination
Max
Y
3.222
2.598
1.24
GROUND FLOOR
ENV
Combination
Min
X
0.824
0.54
1.526
GROUND FLOOR
ENV
Combination
Min
Y
5.192
5.059
1.026
Table 4.7 - Story Forces (Part 1 of 2)
P
kN
VX
kN
VY
kN
LinStatic
259.7053
0
0
Dead
LinStatic
401.9853
0
0
Live
LinStatic
0
0
0
Bottom
Live
LinStatic
0
0
0
ROOF
Top
WALL LOAD
LinStatic
65.5297
0
0
ROOF
Bottom
WALL LOAD
LinStatic
65.5297
0
0
ROOF
Top
STAIR THREAD AND RIZER LOAD
LinStatic
0
0
0
ROOF
Bottom
STAIR THREAD AND RIZER LOAD
LinStatic
0
0
0
ROOF
Top
PARTITION WALL LOAD
LinStatic
0
0
0
ROOF
Bottom
PARTITION WALL LOAD
LinStatic
0
0
0
ROOF
Top
FLOOR FINISH LOAD
LinStatic
0
0
0
Story
Location
Output Case
Case Type
ROOF
Top
Dead
ROOF
Bottom
ROOF
Top
ROOF
ETABS v21.0.0
Step
Type
Page 66 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Step
Type
P
kN
VX
kN
VY
kN
Story
Location
Output Case
Case Type
ROOF
Bottom
FLOOR FINISH LOAD
LinStatic
0
0
0
ROOF
Top
EQX
LinStatic
Max
0
-21.7964
0
ROOF
Bottom
EQX
LinStatic
Max
0
-21.7964
0
0
ROOF
Top
EQX
LinStatic
Min
0
-21.7964
ROOF
Bottom
EQX
LinStatic
Min
0
-21.7964
0
ROOF
Top
EQY
LinStatic
Max
0
0
-21.7964
ROOF
Bottom
EQY
LinStatic
Max
0
0
-21.7964
ROOF
Top
EQY
LinStatic
Min
0
0
-21.7964
ROOF
Bottom
EQY
LinStatic
Min
0
0
-21.7964
ROOF
Top
WIND LOAD
LinStatic
Max
0
0
0
ROOF
Bottom
WIND LOAD
LinStatic
Max
0
0
0
ROOF
Top
WIND LOAD
LinStatic
Min
0
0
0
ROOF
Bottom
WIND LOAD
LinStatic
Min
ROOF
Top
ROOF LOAD
LinStatic
ROOF
Bottom
ROOF LOAD
LinStatic
ROOF
Top
SPECX1
LinRespSpec
Max
ROOF
Bottom
SPECX1
LinRespSpec
Max
ROOF
Top
SERVICE
Combination
ROOF
Bottom
SERVICE
Combination
ROOF
Top
ULTIMATE
Combination
ROOF
Bottom
ULTIMATE
Combination
842.5122
0
0
ROOF
Top
Comb1
Combination
Max
259.7053
-21.7964
-6.5389
ROOF
Bottom
Comb1
Combination
Max
401.9853
-21.7964
-6.5389
ROOF
Top
Comb1
Combination
Min
259.7053
-21.7964
-6.5389
ROOF
Bottom
Comb1
Combination
Min
401.9853
-21.7964
-6.5389
ROOF
Top
Comb2
Combination
Max
259.7053
-21.7964
6.5389
ROOF
Bottom
Comb2
Combination
Max
401.9853
-21.7964
6.5389
ROOF
Top
Comb2
Combination
Min
259.7053
-21.7964
6.5389
ROOF
Bottom
Comb2
Combination
Min
401.9853
-21.7964
6.5389
ROOF
Top
Comb3
Combination
Max
259.7053
21.7964
-6.5389
ROOF
Bottom
Comb3
Combination
Max
401.9853
21.7964
-6.5389
ROOF
Top
Comb3
Combination
Min
259.7053
21.7964
-6.5389
ROOF
Bottom
Comb3
Combination
Min
401.9853
21.7964
-6.5389
ROOF
Top
Comb4
Combination
Max
259.7053
21.7964
6.5389
ROOF
Bottom
Comb4
Combination
Max
401.9853
21.7964
6.5389
ROOF
Top
Comb4
Combination
Min
259.7053
21.7964
6.5389
ROOF
Bottom
Comb4
Combination
Min
401.9853
21.7964
6.5389
ROOF
Top
Comb5
Combination
Max
259.7053
-6.5389
-21.7964
ROOF
Bottom
Comb5
Combination
Max
401.9853
-6.5389
-21.7964
ROOF
Top
Comb5
Combination
Min
259.7053
-6.5389
-21.7964
ROOF
Bottom
Comb5
Combination
Min
401.9853
-6.5389
-21.7964
ROOF
Top
Comb6
Combination
Max
259.7053
6.5389
-21.7964
ROOF
Bottom
Comb6
Combination
Max
401.9853
6.5389
-21.7964
ROOF
Top
Comb6
Combination
Min
259.7053
6.5389
-21.7964
ROOF
Bottom
Comb6
Combination
Min
401.9853
6.5389
-21.7964
ETABS v21.0.0
0
0
0
153.5126
0
0
156.5681
0
0
0
42.5508
4.3437
0
42.5508
4.3437
478.7476
0
0
624.0831
0
0
646.3093
0
0
Page 67 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Story
Case Type
Step
Type
P
kN
VX
kN
VY
kN
Location
Output Case
ROOF
Top
Comb7
Combination
Max
259.7053
-6.5389
21.7964
ROOF
Bottom
Comb7
Combination
Max
401.9853
-6.5389
21.7964
ROOF
Top
Comb7
Combination
Min
259.7053
-6.5389
21.7964
ROOF
Bottom
Comb7
Combination
Min
401.9853
-6.5389
21.7964
ROOF
Top
Comb8
Combination
Max
259.7053
6.5389
21.7964
ROOF
Bottom
Comb8
Combination
Max
401.9853
6.5389
21.7964
ROOF
Top
Comb8
Combination
Min
259.7053
6.5389
21.7964
ROOF
Bottom
Comb8
Combination
Min
401.9853
6.5389
21.7964
21.7964
ROOF
Top
ENV
Combination
Max
646.3093
21.7964
ROOF
Bottom
ENV
Combination
Max
842.5122
21.7964
21.7964
ROOF
Top
ENV
Combination
Min
259.7053
-21.7964
-21.7964
ROOF
Bottom
ENV
Combination
Min
401.9853
-21.7964
-21.7964
3RD FLOOR
Top
Dead
LinStatic
1997.0571
1.799E-06
0
3RD FLOOR
Bottom
Dead
LinStatic
2191.0236
1.799E-06
0
3RD FLOOR
Top
Live
LinStatic
149.1241
0
0
3RD FLOOR
Bottom
Live
LinStatic
194.4783
0
0
3RD FLOOR
Top
WALL LOAD
LinStatic
1010.1746
6.509E-07
0
3RD FLOOR
Bottom
WALL LOAD
LinStatic
1027.2826
6.509E-07
0
3RD FLOOR
Top
STAIR THREAD AND RIZER LOAD
LinStatic
0
0
0
3RD FLOOR
Bottom
STAIR THREAD AND RIZER LOAD
LinStatic
10.3721
0
0
0
3RD FLOOR
Top
PARTITION WALL LOAD
LinStatic
200.4267
0
3RD FLOOR
Bottom
PARTITION WALL LOAD
LinStatic
207.271
0
0
3RD FLOOR
Top
FLOOR FINISH LOAD
LinStatic
417.1819
5.002E-07
0
3RD FLOOR
Bottom
FLOOR FINISH LOAD
LinStatic
435.4369
5.002E-07
0
3RD FLOOR
Top
EQX
LinStatic
Max
0
-130.482
0
3RD FLOOR
Bottom
EQX
LinStatic
Max
0
-130.482
0
3RD FLOOR
Top
EQX
LinStatic
Min
0
-130.482
0
3RD FLOOR
Bottom
EQX
LinStatic
Min
0
-130.482
0
3RD FLOOR
Top
EQY
LinStatic
Max
0
6.03E-07
-130.482
3RD FLOOR
Bottom
EQY
LinStatic
Max
0
6.03E-07
-130.482
3RD FLOOR
Top
EQY
LinStatic
Min
0
5.109E-07
-130.482
3RD FLOOR
Bottom
EQY
LinStatic
Min
0
5.109E-07
-130.482
3RD FLOOR
Top
WIND LOAD
LinStatic
Max
0
0
0
3RD FLOOR
Bottom
WIND LOAD
LinStatic
Max
0
0
0
3RD FLOOR
Top
WIND LOAD
LinStatic
Min
0
-141.2479 -107.2108
3RD FLOOR
Bottom
WIND LOAD
LinStatic
Min
0
-141.2479 -107.2108
3RD FLOOR
Top
ROOF LOAD
LinStatic
3RD FLOOR
Bottom
ROOF LOAD
LinStatic
3RD FLOOR
Top
SPECX1
LinRespSpec
Max
3RD FLOOR
Bottom
SPECX1
LinRespSpec
Max
3RD FLOOR
Top
SERVICE
Combination
3988.877
3.979E-06 7.255E-07
3RD FLOOR
Bottom
SERVICE
Combination
4283.8011
3.979E-06 7.254E-07
3RD FLOOR
Top
ULTIMATE
Combination
5407.3526
5.442E-06 9.926E-07
3RD FLOOR
Bottom
ULTIMATE
Combination
5812.3032
5.442E-06 9.925E-07
3RD FLOOR
Top
Comb1
Combination
ETABS v21.0.0
214.9127
Max
0
0
217.9367
0
0
0
205.1204
26.238
205.1204
26.238
0
2041.7944
-130.482
-39.1446
Page 68 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Output Case
Case Type
Step
Type
Bottom
Comb1
Combination
Top
Comb1
Combination
Bottom
Comb1
Combination
3RD FLOOR
Top
Comb2
3RD FLOOR
Bottom
Comb2
3RD FLOOR
Top
Comb2
Combination
3RD FLOOR
Bottom
Comb2
Combination
3RD FLOOR
Top
Comb3
Combination
3RD FLOOR
Bottom
Comb3
Combination
3RD FLOOR
Top
Comb3
Combination
3RD FLOOR
Bottom
Comb3
Combination
3RD FLOOR
Top
Comb4
Combination
3RD FLOOR
Bottom
Comb4
Combination
3RD FLOOR
Top
Comb4
Combination
3RD FLOOR
Bottom
Comb4
Combination
Min
2249.367
130.482
39.1446
3RD FLOOR
Top
Comb5
Combination
Max
2041.7944
-39.1446
-130.482
3RD FLOOR
Bottom
Comb5
Combination
Max
2249.367
-39.1446
-130.482
3RD FLOOR
Top
Comb5
Combination
Min
2041.7944
-39.1446
-130.482
3RD FLOOR
Bottom
Comb5
Combination
Min
2249.367
-39.1446
-130.482
3RD FLOOR
Top
Comb6
Combination
Max
2041.7944
39.1446
-130.482
3RD FLOOR
Bottom
Comb6
Combination
Max
2249.367
39.1446
-130.482
3RD FLOOR
Top
Comb6
Combination
Min
2041.7944
39.1446
-130.482
3RD FLOOR
Bottom
Comb6
Combination
Min
2249.367
39.1446
-130.482
3RD FLOOR
Top
Comb7
Combination
Max
2041.7944
-39.1446
130.482
3RD FLOOR
Bottom
Comb7
Combination
Max
2249.367
-39.1446
130.482
3RD FLOOR
Top
Comb7
Combination
Min
2041.7944
-39.1446
130.482
3RD FLOOR
Bottom
Comb7
Combination
Min
2249.367
-39.1446
130.482
3RD FLOOR
Top
Comb8
Combination
Max
2041.7944
39.1446
130.482
3RD FLOOR
Bottom
Comb8
Combination
Max
2249.367
39.1446
130.482
3RD FLOOR
Top
Comb8
Combination
Min
2041.7944
39.1446
130.482
3RD FLOOR
Bottom
Comb8
Combination
Min
2249.367
39.1446
130.482
3RD FLOOR
Top
ENV
Combination
Max
5407.3526
130.482
130.482
3RD FLOOR
Bottom
ENV
Combination
Max
5812.3032
130.482
130.482
Story
Location
3RD FLOOR
3RD FLOOR
3RD FLOOR
P
kN
VX
kN
VY
kN
Max
2249.367
-130.482
-39.1446
Min
2041.7944
-130.482
-39.1446
Min
2249.367
-130.482
-39.1446
Combination
Max
2041.7944
-130.482
39.1446
Combination
Max
2249.367
-130.482
39.1446
Min
2041.7944
-130.482
39.1446
Min
2249.367
-130.482
39.1446
Max
2041.7944
130.482
-39.1446
Max
2249.367
130.482
-39.1446
Min
2041.7944
130.482
-39.1446
Min
2249.367
130.482
-39.1446
Max
2041.7944
130.482
39.1446
Max
2249.367
130.482
39.1446
Min
2041.7944
130.482
39.1446
3RD FLOOR
Top
ENV
Combination
Min
2041.7944
-130.482
-130.482
3RD FLOOR
Bottom
ENV
Combination
Min
2249.367
-130.482
-130.482
2ND FLOOR
Top
Dead
LinStatic
3732.9835
-3.208E-05
0
2ND FLOOR
Bottom
Dead
LinStatic
3926.9499
-3.207E-05
0
2ND FLOOR
Top
Live
LinStatic
343.6026
-7.992E-06
0
2ND FLOOR
Bottom
Live
LinStatic
388.9568
-7.992E-06
0
2ND FLOOR
Top
WALL LOAD
LinStatic
1971.1321
-1.195E-05
0
2ND FLOOR
Bottom
WALL LOAD
LinStatic
1988.2401
-1.195E-05
0
2ND FLOOR
Top
STAIR THREAD AND RIZER LOAD
LinStatic
10.3721
0
0
2ND FLOOR
Bottom
STAIR THREAD AND RIZER LOAD
LinStatic
20.7442
0
0
2ND FLOOR
Top
PARTITION WALL LOAD
LinStatic
407.6983
-1.025E-05
0
2ND FLOOR
Bottom
PARTITION WALL LOAD
LinStatic
414.5426
-1.025E-05
0
ETABS v21.0.0
Page 69 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Story
Location
Output Case
Case Type
Step
Type
P
kN
VX
kN
VY
kN
2ND FLOOR
Top
FLOOR FINISH LOAD
LinStatic
852.6189
-8.371E-06
0
2ND FLOOR
Bottom
FLOOR FINISH LOAD
LinStatic
870.874
-8.371E-06
0
2ND FLOOR
Top
EQX
LinStatic
Max
0
-211.1808
0
2ND FLOOR
Bottom
EQX
LinStatic
Max
0
-211.1808
0
2ND FLOOR
Top
EQX
LinStatic
Min
0
-211.1808
0
2ND FLOOR
Bottom
EQX
LinStatic
Min
0
-211.1808
0
2ND FLOOR
Top
EQY
LinStatic
Max
0
1.652E-06 -211.1808
2ND FLOOR
Bottom
EQY
LinStatic
Max
0
1.652E-06 -211.1808
2ND FLOOR
Top
EQY
LinStatic
Min
0
1.305E-06 -211.1808
2ND FLOOR
Bottom
EQY
LinStatic
Min
0
1.305E-06 -211.1808
2ND FLOOR
Top
WIND LOAD
LinStatic
Max
0
5.486E-07
0
2ND FLOOR
Bottom
WIND LOAD
LinStatic
Max
0
5.486E-07
0
2ND FLOOR
Top
WIND LOAD
LinStatic
Min
0
-271.2876 -205.9143
2ND FLOOR
Bottom
WIND LOAD
LinStatic
Min
0
2ND FLOOR
Top
ROOF LOAD
LinStatic
276.2812
-2.667E-06
0
2ND FLOOR
Bottom
ROOF LOAD
LinStatic
279.3052
-2.667E-06
0
46.0579
-271.2876 -205.9143
2ND FLOOR
Top
SPECX1
LinRespSpec
Max
0
295.8706
2ND FLOOR
Bottom
SPECX1
LinRespSpec
Max
0
295.8706
46.0579
2ND FLOOR
Top
SERVICE
Combination
7594.6887
-0.0001
8.698E-07
2ND FLOOR
Bottom
SERVICE
Combination
7889.6128
-0.0001
8.696E-07
2ND FLOOR
Top
ULTIMATE
Combination
10304.3702
-0.0001
1.19E-06
2ND FLOOR
Bottom
ULTIMATE
Combination
10709.3208
-0.0001
1.19E-06
2ND FLOOR
Top
Comb1
Combination
Max
3836.0643
-211.1809
-63.3542
2ND FLOOR
Bottom
Comb1
Combination
Max
4043.637
-211.1809
-63.3542
2ND FLOOR
Top
Comb1
Combination
Min
3836.0643
-211.1809
-63.3542
2ND FLOOR
Bottom
Comb1
Combination
Min
4043.637
-211.1809
-63.3542
2ND FLOOR
Top
Comb2
Combination
Max
3836.0643
-211.1809
63.3542
2ND FLOOR
Bottom
Comb2
Combination
Max
4043.637
-211.1809
63.3542
2ND FLOOR
Top
Comb2
Combination
Min
3836.0643
-211.1809
63.3542
2ND FLOOR
Bottom
Comb2
Combination
Min
4043.637
-211.1809
63.3542
2ND FLOOR
Top
Comb3
Combination
Max
3836.0643
211.1808
-63.3542
2ND FLOOR
Bottom
Comb3
Combination
Max
4043.637
211.1808
-63.3542
2ND FLOOR
Top
Comb3
Combination
Min
3836.0643
211.1808
-63.3542
2ND FLOOR
Bottom
Comb3
Combination
Min
4043.637
211.1808
-63.3542
2ND FLOOR
Top
Comb4
Combination
Max
3836.0643
211.1808
63.3542
2ND FLOOR
Bottom
Comb4
Combination
Max
4043.637
211.1808
63.3542
2ND FLOOR
Top
Comb4
Combination
Min
3836.0643
211.1808
63.3542
2ND FLOOR
Bottom
Comb4
Combination
Min
4043.637
211.1808
63.3542
2ND FLOOR
Top
Comb5
Combination
Max
3836.0643
-63.3543
-211.1808
2ND FLOOR
Bottom
Comb5
Combination
Max
4043.637
-63.3543
-211.1808
2ND FLOOR
Top
Comb5
Combination
Min
3836.0643
-63.3543
-211.1808
2ND FLOOR
Bottom
Comb5
Combination
Min
4043.637
-63.3543
-211.1808
2ND FLOOR
Top
Comb6
Combination
Max
3836.0643
63.3542
-211.1808
2ND FLOOR
Bottom
Comb6
Combination
Max
4043.637
63.3542
-211.1808
2ND FLOOR
Top
Comb6
Combination
Min
3836.0643
63.3542
-211.1808
ETABS v21.0.0
Page 70 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Story
Location
2ND FLOOR
2ND FLOOR
2ND FLOOR
Step
Type
P
kN
VX
kN
VY
kN
4043.637
63.3542
-211.1808
3836.0643
-63.3543
211.1808
-63.3543
211.1808
Output Case
Case Type
Bottom
Comb6
Combination
Min
Top
Comb7
Combination
Max
Bottom
Comb7
Combination
Max
4043.637
2ND FLOOR
Top
Comb7
Combination
Min
3836.0643
-63.3543
211.1808
2ND FLOOR
Bottom
Comb7
Combination
Min
4043.637
-63.3543
211.1808
2ND FLOOR
Top
Comb8
Combination
Max
3836.0643
63.3542
211.1808
2ND FLOOR
Bottom
Comb8
Combination
Max
4043.637
63.3542
211.1808
2ND FLOOR
Top
Comb8
Combination
Min
3836.0643
63.3542
211.1808
2ND FLOOR
Bottom
Comb8
Combination
Min
4043.637
63.3542
211.1808
2ND FLOOR
Top
ENV
Combination
Max
10304.3702
211.1808
211.1808
2ND FLOOR
Bottom
ENV
Combination
Max
10709.3208
211.1808
211.1808
2ND FLOOR
Top
ENV
Combination
Min
3836.0643
-211.1809 -211.1808
2ND FLOOR
Bottom
ENV
Combination
Min
4043.637
-211.1809 -211.1808
1ST FLOOR
Top
Dead
LinStatic
5685.0498
-4.555E-05
0
1ST FLOOR
Bottom
Dead
LinStatic
5848.5492
-4.555E-05
0
1ST FLOOR
Top
Live
LinStatic
1061.1024
-1.12E-05
0
1ST FLOOR
Bottom
Live
LinStatic
1106.4566
-1.12E-05
0
1ST FLOOR
Top
WALL LOAD
LinStatic
1988.2401
-1.703E-05
0
1ST FLOOR
Bottom
WALL LOAD
LinStatic
1988.2401
-1.703E-05
0
1ST FLOOR
Top
STAIR THREAD AND RIZER LOAD
LinStatic
20.7442
0
0
1ST FLOOR
Bottom
STAIR THREAD AND RIZER LOAD
LinStatic
31.1163
0
0
1ST FLOOR
Top
PARTITION WALL LOAD
LinStatic
1936.1949
-1.511E-05
0
1ST FLOOR
Bottom
PARTITION WALL LOAD
LinStatic
1943.0392
-1.511E-05
0
1ST FLOOR
Top
FLOOR FINISH LOAD
LinStatic
1346.551
-1.182E-05
0
1ST FLOOR
Bottom
FLOOR FINISH LOAD
LinStatic
1364.8061
-1.182E-05
0
1ST FLOOR
Top
EQX
LinStatic
Max
0
-275.145
0
1ST FLOOR
Bottom
EQX
LinStatic
Max
0
-275.145
0
1ST FLOOR
Top
EQX
LinStatic
Min
0
-275.145
0
1ST FLOOR
Bottom
EQX
LinStatic
Min
0
-275.145
0
1ST FLOOR
Top
EQY
LinStatic
Max
0
3.433E-06 -275.1449
1ST FLOOR
Bottom
EQY
LinStatic
Max
0
3.433E-06 -275.1449
1ST FLOOR
Top
EQY
LinStatic
Min
0
2.574E-06 -275.1449
1ST FLOOR
Bottom
EQY
LinStatic
Min
0
2.574E-06 -275.1449
1ST FLOOR
Top
WIND LOAD
LinStatic
Max
0
1.275E-06
1ST FLOOR
Bottom
WIND LOAD
LinStatic
Max
0
1.275E-06
0
1ST FLOOR
Top
WIND LOAD
LinStatic
Min
0
-395.623
-292.8802
1ST FLOOR
Bottom
WIND LOAD
LinStatic
Min
0
-395.623
-292.8802
0
0
1ST FLOOR
Top
ROOF LOAD
LinStatic
312.2713
-3.693E-06
1ST FLOOR
Bottom
ROOF LOAD
LinStatic
315.2953
-3.693E-06
0
1ST FLOOR
Top
SPECX1
LinRespSpec
Max
0
379.2241
62.714
1ST FLOOR
Bottom
SPECX1
LinRespSpec
Max
0
379.2241
62.714
1ST FLOOR
Top
SERVICE
Combination
12350.1538
-0.0001
9.177E-07
1ST FLOOR
Bottom
SERVICE
Combination
12597.5027
-0.0001
9.176E-07
1ST FLOOR
Top
ULTIMATE
Combination
16831.8729
-0.0001
1.256E-06
1ST FLOOR
Bottom
ULTIMATE
Combination
17172.5972
-0.0001
1.255E-06
ETABS v21.0.0
Page 71 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Location
Output Case
Case Type
Step
Type
P
kN
VX
kN
1ST FLOOR
Top
Comb1
Combination
Max
6003.3806
-275.145
-82.5435
1ST FLOOR
Bottom
Comb1
Combination
Max
6180.4861
-275.145
-82.5435
1ST FLOOR
Top
Comb1
Combination
Min
6003.3806
-275.145
-82.5435
1ST FLOOR
Bottom
Comb1
Combination
Min
6180.4861
-275.145
-82.5435
1ST FLOOR
Top
Comb2
Combination
Max
6003.3806
-275.145
82.5435
1ST FLOOR
Bottom
Comb2
Combination
Max
6180.4861
-275.145
82.5435
1ST FLOOR
Top
Comb2
Combination
Min
6003.3806
-275.145
82.5435
1ST FLOOR
Bottom
Comb2
Combination
Min
6180.4861
-275.145
82.5435
1ST FLOOR
Top
Comb3
Combination
Max
6003.3806
275.1449
-82.5435
1ST FLOOR
Bottom
Comb3
Combination
Max
6180.4861
275.1449
-82.5435
1ST FLOOR
Top
Comb3
Combination
Min
6003.3806
275.1449
-82.5435
1ST FLOOR
Bottom
Comb3
Combination
Min
6180.4861
275.1449
-82.5435
1ST FLOOR
Top
Comb4
Combination
Max
6003.3806
275.1449
82.5435
1ST FLOOR
Bottom
Comb4
Combination
Max
6180.4861
275.1449
82.5435
1ST FLOOR
Top
Comb4
Combination
Min
6003.3806
275.1449
82.5435
1ST FLOOR
Bottom
Comb4
Combination
Min
6180.4861
275.1449
82.5435
1ST FLOOR
Top
Comb5
Combination
Max
6003.3806
-82.5435
-275.1449
1ST FLOOR
Bottom
Comb5
Combination
Max
6180.4861
-82.5435
-275.1449
1ST FLOOR
Top
Comb5
Combination
Min
6003.3806
-82.5435
-275.1449
1ST FLOOR
Bottom
Comb5
Combination
Min
6180.4861
-82.5435
-275.1449
1ST FLOOR
Top
Comb6
Combination
Max
6003.3806
82.5434
-275.1449
1ST FLOOR
Bottom
Comb6
Combination
Max
6180.4861
82.5434
-275.1449
1ST FLOOR
Top
Comb6
Combination
Min
6003.3806
82.5434
-275.1449
1ST FLOOR
Bottom
Comb6
Combination
Min
6180.4861
82.5434
-275.1449
1ST FLOOR
Top
Comb7
Combination
Max
6003.3806
-82.5435
275.1449
1ST FLOOR
Bottom
Comb7
Combination
Max
6180.4861
-82.5435
275.1449
1ST FLOOR
Top
Comb7
Combination
Min
6003.3806
-82.5435
275.1449
1ST FLOOR
Bottom
Comb7
Combination
Min
6180.4861
-82.5435
275.1449
1ST FLOOR
Top
Comb8
Combination
Max
6003.3806
82.5434
275.1449
1ST FLOOR
Bottom
Comb8
Combination
Max
6180.4861
82.5434
275.1449
1ST FLOOR
Top
Comb8
Combination
Min
6003.3806
82.5434
275.1449
1ST FLOOR
Bottom
Comb8
Combination
Min
6180.4861
82.5434
275.1449
1ST FLOOR
Top
ENV
Combination
Max
16831.8729
275.1449
275.1449
1ST FLOOR
Bottom
ENV
Combination
Max
17172.5972
275.1449
275.1449
1ST FLOOR
Top
ENV
Combination
Min
6003.3806
-275.145
-275.1449
Min
6180.4861
-275.145
-275.1449
7336.914
-4.555E-05
0
Story
VY
kN
1ST FLOOR
Bottom
ENV
Combination
GROUND FLOOR
Top
Dead
LinStatic
GROUND FLOOR
Bottom
Dead
LinStatic
7419.385
-4.555E-05
0
GROUND FLOOR
Top
Live
LinStatic
1431.1078
-1.12E-05
0
GROUND FLOOR
Bottom
Live
LinStatic
1431.1078
-1.12E-05
0
GROUND FLOOR
Top
WALL LOAD
LinStatic
2878.9398
-1.703E-05
0
GROUND FLOOR
Bottom
WALL LOAD
LinStatic
2878.9398
-1.703E-05
0
GROUND FLOOR
Top
STAIR THREAD AND RIZER LOAD
LinStatic
31.1163
0
0
GROUND FLOOR
Bottom
STAIR THREAD AND RIZER LOAD
LinStatic
31.1163
0
0
GROUND FLOOR
Top
PARTITION WALL LOAD
LinStatic
1943.0392
-1.511E-05
0
ETABS v21.0.0
Page 72 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
P
kN
VX
kN
VY
kN
LinStatic
1943.0392
-1.511E-05
0
LinStatic
1822.4885
-1.182E-05
0
FLOOR FINISH LOAD
LinStatic
1822.4885
-1.182E-05
0
Top
EQX
LinStatic
Max
0
-297.1101
0
Bottom
EQX
LinStatic
Max
0
-297.1101
0
Top
EQX
LinStatic
Min
0
-297.1101
0
GROUND FLOOR
Bottom
EQX
LinStatic
Min
0
-297.1101
0
GROUND FLOOR
Top
EQY
LinStatic
Max
0
3.434E-06
-297.11
GROUND FLOOR
Bottom
EQY
LinStatic
Max
0
3.434E-06
-297.11
GROUND FLOOR
Top
EQY
LinStatic
Min
0
2.574E-06
-297.11
GROUND FLOOR
Bottom
EQY
LinStatic
Min
0
2.574E-06
-297.11
GROUND FLOOR
Top
WIND LOAD
LinStatic
Max
0
1.276E-06
0
GROUND FLOOR
Bottom
WIND LOAD
LinStatic
Max
0
1.276E-06
0
GROUND FLOOR
Top
WIND LOAD
LinStatic
Min
0
-475.1842 -358.2206
GROUND FLOOR
Bottom
WIND LOAD
LinStatic
Min
GROUND FLOOR
Top
ROOF LOAD
LinStatic
GROUND FLOOR
Bottom
ROOF LOAD
LinStatic
GROUND FLOOR
Top
SPECX1
LinRespSpec
Max
GROUND FLOOR
Bottom
SPECX1
LinRespSpec
Max
GROUND FLOOR
Top
SERVICE
Combination
GROUND FLOOR
Bottom
SERVICE
Combination
15898.543
-0.0001
9.171E-07
GROUND FLOOR
Top
ULTIMATE
Combination
21566.3634
-0.0001
1.255E-06
GROUND FLOOR
Bottom
ULTIMATE
Combination
21677.6992
-0.0001
1.255E-06
GROUND FLOOR
Top
Comb1
Combination
Max
7766.2464
-297.1102
-89.133
GROUND FLOOR
Bottom
Comb1
Combination
Max
7848.7173
-297.1102
-89.133
GROUND FLOOR
Top
Comb1
Combination
Min
7766.2464
-297.1102
-89.133
GROUND FLOOR
Bottom
Comb1
Combination
Min
7848.7173
-297.1102
-89.133
GROUND FLOOR
Top
Comb2
Combination
Max
7766.2464
-297.1102
89.133
GROUND FLOOR
Bottom
Comb2
Combination
Max
7848.7173
-297.1102
89.133
GROUND FLOOR
Top
Comb2
Combination
Min
7766.2464
-297.1102
89.133
GROUND FLOOR
Bottom
Comb2
Combination
Min
7848.7173
-297.1102
89.133
GROUND FLOOR
Top
Comb3
Combination
Max
7766.2464
297.1101
-89.133
GROUND FLOOR
Bottom
Comb3
Combination
Max
7848.7173
297.1101
-89.133
GROUND FLOOR
Top
Comb3
Combination
Min
7766.2464
297.1101
-89.133
GROUND FLOOR
Bottom
Comb3
Combination
Min
7848.7173
297.1101
-89.133
GROUND FLOOR
Top
Comb4
Combination
Max
7766.2464
297.1101
89.133
GROUND FLOOR
Bottom
Comb4
Combination
Max
7848.7173
297.1101
89.133
GROUND FLOOR
Top
Comb4
Combination
Min
7766.2464
297.1101
89.133
GROUND FLOOR
Bottom
Comb4
Combination
Min
7848.7173
297.1101
89.133
GROUND FLOOR
Top
Comb5
Combination
Max
7766.2464
-89.1331
-297.11
GROUND FLOOR
Bottom
Comb5
Combination
Max
7848.7173
-89.1331
-297.11
GROUND FLOOR
Top
Comb5
Combination
Min
7766.2464
-89.1331
-297.11
GROUND FLOOR
Bottom
Comb5
Combination
Min
7848.7173
-89.1331
-297.11
GROUND FLOOR
Top
Comb6
Combination
Max
7766.2464
89.133
-297.11
GROUND FLOOR
Bottom
Comb6
Combination
Max
7848.7173
89.133
-297.11
Story
Location
Output Case
Case Type
GROUND FLOOR
Bottom
PARTITION WALL LOAD
GROUND FLOOR
Top
FLOOR FINISH LOAD
GROUND FLOOR
Bottom
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
ETABS v21.0.0
Step
Type
0
-475.1842 -358.2206
372.4664
-3.693E-06
0
372.4664
-3.693E-06
0
0
424.7223
67.0004
0
424.7223
67.0004
15816.072
-0.0001
9.171E-07
Page 73 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 1 of 2, continued)
Step
Type
P
kN
VX
kN
VY
kN
Combination
Min
7766.2464
89.133
-297.11
Combination
Min
7848.7173
89.133
-297.11
Combination
Max
7766.2464
-89.1331
297.11
Comb7
Combination
Max
7848.7173
-89.1331
297.11
Comb7
Combination
Min
7766.2464
-89.1331
297.11
Comb7
Combination
Min
7848.7173
-89.1331
297.11
Top
Comb8
Combination
Max
7766.2464
89.133
297.11
Bottom
Comb8
Combination
Max
7848.7173
89.133
297.11
Top
Comb8
Combination
Min
7766.2464
89.133
297.11
Bottom
Comb8
Combination
Min
7848.7173
89.133
297.11
Top
ENV
Combination
Max
21566.3634
297.1101
297.11
Bottom
ENV
Combination
Max
21677.6992
297.1101
297.11
GROUND FLOOR
Top
ENV
Combination
Min
7766.2464
-297.1102
-297.11
GROUND FLOOR
Bottom
ENV
Combination
Min
7848.7173
-297.1102
-297.11
Story
Location
Output Case
Case Type
GROUND FLOOR
Top
Comb6
GROUND FLOOR
Bottom
Comb6
GROUND FLOOR
Top
Comb7
GROUND FLOOR
Bottom
GROUND FLOOR
Top
GROUND FLOOR
Bottom
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
Table 4.7 - Story Forces (Part 2 of 2)
Story
ETABS v21.0.0
Location
T
kN-m
MX
kN-m
MY
kN-m
ROOF
Top
16.1113
2556.2791
-1526.7818
ROOF
Bottom
16.1113
3836.082
-2349.7751
ROOF
Top
3.6843
7.5052
2.2761
ROOF
Bottom
3.6843
6.3128
1.1278
ROOF
Top
6.3573
1134.6701
-453.3398
ROOF
Bottom
6.3573
1133.3606
-455.0585
ROOF
Top
-0.1539
-0.0666
0.057
ROOF
Bottom
-0.1539
-0.0777
0.0261
ROOF
Top
7.4821
19.101
2.8553
ROOF
Bottom
7.4821
16.4605
1.2912
ROOF
Top
3.7782
6.5941
2.2547
ROOF
Bottom
3.7782
5.6026
1.0792
ROOF
Top
229.0834
0.4285
1.2701
ROOF
Bottom
229.0834
0.2912
-62.9916
ROOF
Top
223.9005
0.3045
1.1936
ROOF
Bottom
223.9005
0.1837
-63.0634
ROOF
Top
-130.787
-1.3943
-0.2484
ROOF
Bottom
-130.787
62.545
-0.1344
ROOF
Top
-134.6702
-1.4875
-0.306
ROOF
Bottom
-134.6702
62.4642
-0.1886
ROOF
Top
-2.9175
0.3305
1.5095
ROOF
Bottom
-2.9175
0.182
0.6179
ROOF
Top
-3.1464
-1.3553
-0.2768
ROOF
Bottom
-3.1464
-1.0529
-0.1649
ROOF
Top
1.0023
1381.2296
-892.5711
ROOF
Bottom
1.0023
1402.1681
-892.9153
ROOF
Top
497.372
0.4191
1.5352
Page 74 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
ETABS v21.0.0
Story
Location
T
kN-m
MX
kN-m
MY
kN-m
ROOF
Bottom
497.372
12.5012
123.689
ROOF
Top
38.2616
5105.3125
-2865.2496
ROOF
Bottom
38.2616
6399.9088
-3694.2247
ROOF
Top
52.2058
6893.2976
-3867.7456
ROOF
Bottom
52.2058
8640.8238
-4987.0341
-1524.9206
ROOF
Top
205.899
2558.5128
ROOF
Bottom
205.899
3857.0063
-2412.485
ROOF
Top
201.881
2558.4168
-1524.9799
ROOF
Bottom
201.881
3856.9231
-2412.5405
ROOF
Top
286.7011
2559.4053
-1524.737
ROOF
Bottom
286.7011
3819.5278
-2412.3718
ROOF
Top
280.3532
2559.2534
-1524.8309
ROOF
Bottom
280.3532
3819.3961
-2412.4599
ROOF
Top
-245.92
2557.8078
-1527.3671
ROOF
Bottom
-245.92
3856.5556
-2286.4137
ROOF
Top
-252.2679
2557.6559
-1527.4609
ROOF
Bottom
-252.2679
3856.4239
-2286.5018
ROOF
Top
-167.4478
2558.6444
-1527.218
ROOF
Bottom
-167.4478
3819.0286
-2286.333
ROOF
Top
-171.4658
2558.5484
-1527.2773
ROOF
Bottom
-171.4658
3818.9453
-2286.3886
ROOF
Top
-46.4002
2557.2276
-1525.9893
ROOF
Bottom
-46.4002
3900.576
-2368.4902
ROOF
Top
-48.7285
2557.1716
-1526.0239
ROOF
Bottom
-48.7285
3900.5274
-2368.5229
ROOF
Top
-180.7405
2557.0449
-1526.7055
ROOF
Bottom
-180.7405
3900.4657
-2330.6522
ROOF
Top
-186.1786
2556.9146
-1526.786
ROOF
Bottom
-186.1786
3900.3527
-2330.7279
ROOF
Top
220.6118
2560.1467
-1525.4119
ROOF
Bottom
220.6118
3775.599
-2368.1457
ROOF
Top
215.1738
2560.0163
-1525.4924
ROOF
Bottom
215.1738
3775.4859
-2368.2214
ROOF
Top
83.1617
2559.8896
-1526.174
ROOF
Bottom
83.1617
3775.4242
-2330.3507
ROOF
Top
80.8335
2559.8336
-1526.2086
ROOF
Bottom
80.8335
3775.3757
-2330.3833
ROOF
Top
286.7011
6893.2976
-1524.737
ROOF
Bottom
286.7011
8640.8238
-2286.333
ROOF
Top
-252.2679
2556.9146
-3867.7456
ROOF
Bottom
-252.2679
3775.3757
-4987.0341
3RD FLOOR
Top
16.1113
17464.5163
-11070.3859
3RD FLOOR
Bottom
16.9758
19155.5714
-12406.8167
3RD FLOOR
Top
3.6843
509.2822
-629.4199
3RD FLOOR
Bottom
3.9614
899.8368
-1071.8987
Page 75 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
Location
T
kN-m
MX
kN-m
3RD FLOOR
Top
6.3573
9601.2413
-5895.1817
3RD FLOOR
Bottom
6.6463
9710.8306
-6074.0811
3RD FLOOR
Top
-0.1539
-0.0777
0.0261
3RD FLOOR
Bottom
-0.1371
96.4861
-91.6954
3RD FLOOR
Top
7.482
49.9451
-1080.0646
3RD FLOOR
Bottom
7.8891
84.1277
-1158.0336
3RD FLOOR
Top
3.7782
3849.3126
-2248.6304
3RD FLOOR
Bottom
4.0142
4003.4309
-2433.3658
Story
ETABS v21.0.0
MY
kN-m
3RD FLOOR
Top
1217.6873
0.2912
-62.9916
3RD FLOOR
Bottom
1218.0229
-0.6352
-453.4988
3RD FLOOR
Top
1028.5151
0.1837
-63.0634
3RD FLOOR
Bottom
1028.5719
-0.7141
-453.5631
3RD FLOOR
Top
-672.4831
62.545
-0.1344
3RD FLOOR
Bottom
-672.5077
450.5787
0.9123
3RD FLOOR
Top
-816.1206
62.4642
-0.1886
3RD FLOOR
Bottom
-816.3542
450.5178
0.863
3RD FLOOR
Top
1418.1608
0.182
0.6179
3RD FLOOR
Bottom
1418.6819
318.1677
0.8491
3RD FLOOR
Top
-588.5355
-1.0529
-0.1649
3RD FLOOR
Bottom
-588.6119
-0.7878
-423.6425
3RD FLOOR
Top
1.0023
2078.7566
-1329.2809
3RD FLOOR
Bottom
1.0517
2100.7994
-1361.655
3RD FLOOR
Top
1946.2599
12.5012
123.689
3RD FLOOR
Bottom
1946.7909
88.4093
727.1291
-22252.9373
3RD FLOOR
Top
38.2615
33552.9764
3RD FLOOR
Bottom
40.4014
36051.0829
-24597.5463
3RD FLOOR
Top
52.2057
45372.9105
-30135.8784
3RD FLOOR
Bottom
55.1361
48803.9374
-33367.4722
3RD FLOOR
Top
990.0677
17636.3314
-11322.2601
3RD FLOOR
Bottom
991.2809
19560.0426
-13181.6262
3RD FLOOR
Top
843.9868
17636.2482
-11322.3156
3RD FLOOR
Bottom
844.9838
19559.982
-13181.6757
3RD FLOOR
Top
1479.7401
17598.8529
-11322.1469
3RD FLOOR
Bottom
1481.0934
19289.7319
-13182.144
3RD FLOOR
Top
1247.4766
17598.7212
-11322.235
3RD FLOOR
Bottom
1248.4884
19289.6348
-13182.2231
3RD FLOOR
Top
-1213.0434
17635.8807
-11196.1888
3RD FLOOR
Bottom
-1212.1599
19561.4101
-12274.5495
3RD FLOOR
Top
-1445.3069
17635.749
-11196.2769
3RD FLOOR
Bottom
-1444.7649
19561.313
-12274.6286
3RD FLOOR
Top
-809.5536
17598.3537
-11196.1081
3RD FLOOR
Bottom
-808.6553
19291.0629
-12275.0969
3RD FLOOR
Top
-955.6346
17598.2705
-11196.1637
3RD FLOOR
Bottom
-954.9524
19291.0023
-12275.1464
3RD FLOOR
Top
-346.712
17679.9011
-11278.2653
Page 76 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
ETABS v21.0.0
T
kN-m
MX
kN-m
MY
kN-m
-345.7719
19875.8869
-12863.5429
-433.5978
17679.8526
-11278.298
19875.8497
-12863.573
Story
Location
3RD FLOOR
Bottom
3RD FLOOR
Top
3RD FLOOR
Bottom
-432.783
3RD FLOOR
Top
-963.821
17679.7908
-11240.4273
3RD FLOOR
Bottom
-962.915
19876.3153
-12591.405
3RD FLOOR
Top
-1164.2102
17679.6778
-11240.503
3RD FLOOR
Bottom
-1163.5968
19876.2308
-12591.4737
3RD FLOOR
Top
1198.6433
17554.9241
-11277.9208
3RD FLOOR
Bottom
1199.9253
18974.8141
-12865.2989
3RD FLOOR
Top
998.2542
17554.8111
-11277.9965
3RD FLOOR
Bottom
999.2435
18974.7296
-12865.3675
3RD FLOOR
Top
468.0309
17554.7494
-11240.1258
3RD FLOOR
Bottom
469.1115
18975.1953
-12593.1996
3RD FLOOR
Top
381.1451
17554.7008
-11240.1584
3RD FLOOR
Bottom
382.1004
18975.158
-12593.2297
3RD FLOOR
Top
1479.7401
45372.9105
-11196.1081
3RD FLOOR
Bottom
1481.0934
48803.9374
-12274.5495
3RD FLOOR
Top
-1445.3069
17554.7008
-30135.8784
3RD FLOOR
Bottom
-1444.7649
18974.7296
-33367.4722
2ND FLOOR
Top
16.9762
32823.7088
-20807.4586
2ND FLOOR
Bottom
18.3454
34494.2771
-22187.8669
2ND FLOOR
Top
3.9615
1402.8059
-1702.448
2ND FLOOR
Bottom
4.3707
1786.7544
-2156.1869
2ND FLOOR
Top
6.6464
18178.8188
-11504.0137
2ND FLOOR
Bottom
7.1263
18281.528
-11699.2159
2ND FLOOR
Top
-0.1371
96.4861
-91.6954
2ND FLOOR
Bottom
-0.1199
192.8079
-183.4862
2ND FLOOR
Top
7.8892
117.6113
-2239.3937
2ND FLOOR
Bottom
8.4965
136.7323
-2331.7191
2ND FLOOR
Top
4.0143
7847.1408
-4683.076
2ND FLOOR
Bottom
4.3787
7996.0074
-4879.3189
2ND FLOOR
Top
1968.3932
-0.6352
-453.4988
2ND FLOOR
Bottom
1968.9863
-2.1495
-1102.8085
2ND FLOOR
Top
1632.1753
-0.7141
-453.5631
2ND FLOOR
Bottom
1632.5211
-3.535
-1103.0348
2ND FLOOR
Top
-1075.7063
450.5787
0.9123
2ND FLOOR
Bottom
-1076.066
1100.0887
3.4449
2ND FLOOR
Top
-1330.9526
450.5178
0.863
2ND FLOOR
Bottom
-1331.4975
1099.0452
3.2729
2ND FLOOR
Top
2727.2058
318.1677
0.8491
2ND FLOOR
Bottom
2728.0865
951.7869
3.2312
2ND FLOOR
Top
-1127.7599
-0.7878
-423.6425
2ND FLOOR
Bottom
-1128.188
-2.1998
-1259.3409
2ND FLOOR
Top
1.0518
2777.388
-1798.0207
2ND FLOOR
Bottom
1.1385
2799.0118
-1834.1721
Page 77 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
Story
ETABS v21.0.0
Location
T
kN-m
MX
kN-m
MY
kN-m
2ND FLOOR
Top
2761.9616
88.4093
727.1291
2ND FLOOR
Bottom
2762.7989
227.1679
1593.5985
2ND FLOOR
Top
40.4022
63243.9597
-42826.106
2ND FLOOR
Bottom
43.7361
65687.119
-45271.9661
2ND FLOOR
Top
55.1372
85589.7665
-58070.6103
2ND FLOOR
Bottom
59.6993
88945.6238
-61440.5823
2ND FLOOR
Top
1587.272
33379.0707
-21771.4329
2ND FLOOR
Bottom
1589.1936
35357.8675
-23936.5496
2ND FLOOR
Top
1327.628
33379.0101
-21771.4824
2ND FLOOR
Bottom
1329.3578
35356.7951
-23936.7244
2ND FLOOR
Top
2385.8436
33108.7601
-21771.9507
2ND FLOOR
Bottom
2388.0921
34698.4404
-23938.5134
2ND FLOOR
Top
1973.0518
33108.6629
-21772.0298
2ND FLOOR
Bottom
1974.9974
34696.7419
-23938.7913
2ND FLOOR
Top
-1936.7226
33380.4382
-20864.3561
2ND FLOOR
Bottom
-1935.6843
35363.8651
-21730.6547
2ND FLOOR
Top
-2349.5143
33380.3411
-20864.4352
2ND FLOOR
Bottom
-2348.7789
35362.1665
-21730.9327
2ND FLOOR
Top
-1291.2988
33110.0911
-20864.9035
2ND FLOOR
Bottom
-1290.0447
34703.8118
-21732.7217
2ND FLOOR
Top
-1550.9428
33110.0304
-20864.953
2ND FLOOR
Bottom
-1549.8804
34702.7394
-21732.8964
2ND FLOOR
Top
-567.8891
33694.915
-21453.3496
2ND FLOOR
Bottom
-566.6531
36129.3317
-23162.1886
-21453.3796
2ND FLOOR
Top
-722.27
33694.8778
2ND FLOOR
Bottom
-721.145
36128.7038
-23162.2926
2ND FLOOR
Top
-1547.1943
33695.3435
-21181.2117
2ND FLOOR
Bottom
-1546.1658
36131.4527
-22500.3677
2ND FLOOR
Top
-1903.3059
33695.2589
-21181.2803
2ND FLOOR
Bottom
-1902.5368
36129.9935
-22500.6075
2ND FLOOR
Top
1939.6351
32793.8423
-21455.1056
2ND FLOOR
Bottom
1941.8499
33930.6134
-23168.8385
2ND FLOOR
Top
1583.5235
32793.7577
-21455.1742
2ND FLOOR
Bottom
1585.4789
33929.1542
-23169.0783
2ND FLOOR
Top
758.5992
32794.2234
-21183.0063
2ND FLOOR
Bottom
760.4582
33931.9031
-22507.1534
2ND FLOOR
Top
604.2183
32794.1862
-21183.0363
2ND FLOOR
Bottom
605.9663
33931.2752
-22507.2574
2ND FLOOR
Top
2385.8436
85589.7665
-20864.3561
2ND FLOOR
Bottom
2388.0921
88945.6238
-21730.6547
2ND FLOOR
Top
-2349.5143
32793.7577
-58070.6103
2ND FLOOR
Bottom
-2348.7789
33929.1542
-61440.5823
1ST FLOOR
Top
18.3454
50385.5068
-31461.9104
1ST FLOOR
Bottom
18.6411
51981.112
-32657.4632
1ST FLOOR
Top
4.3707
8332.0195
-5777.0651
Page 78 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
ETABS v21.0.0
T
kN-m
MX
kN-m
MY
kN-m
Story
Location
1ST FLOOR
Bottom
4.4966
8713.9474
-6238.3856
1ST FLOOR
Top
7.1263
18281.528
-11699.2159
1ST FLOOR
Bottom
7.222
18262.3371
-11742.0167
1ST FLOOR
Top
-0.1199
192.8079
-183.4862
1ST FLOOR
Bottom
-0.112
288.7602
-275.2896
1ST FLOOR
Top
8.4965
11594.4953
-10211.4886
1ST FLOOR
Bottom
8.7621
11615.893
-10314.9082
1ST FLOOR
Top
4.3787
12298.6164
-7380.7839
1ST FLOOR
Bottom
4.4678
12445.3373
-7584.8347
1ST FLOOR
Top
2588.1565
-2.1495
-1102.8085
1ST FLOOR
Bottom
2588.3365
-4.4944
-1967.9883
1ST FLOOR
Top
2111.7699
-3.535
-1103.0348
1ST FLOOR
Bottom
2111.7311
-8.5587
-1969.008
1ST FLOOR
Top
-1370.4897
1100.0887
3.4449
1ST FLOOR
Bottom
-1371.1766
1970.5194
8.2447
1ST FLOOR
Top
-1723.7888
1099.0452
3.2729
1ST FLOOR
Bottom
-1724.6389
1967.4747
7.4926
1ST FLOOR
Top
3870.4178
951.7869
3.2312
1ST FLOOR
Bottom
3870.7383
1876.8643
7.8909
1ST FLOOR
Top
-1604.3095
-2.1998
-1259.3409
1ST FLOOR
Bottom
-1605.1093
-4.2172
-2499.5844
1ST FLOOR
Top
1.1385
3329.4071
-2038.9679
1ST FLOOR
Bottom
1.1355
3350.6434
-2077.3611
1ST FLOOR
Top
3533.9468
227.1679
1593.5986
1ST FLOOR
Bottom
3534.1727
423.0426
2648.531
1ST FLOOR
Top
43.7362
104414.381
-68752.918
1ST FLOOR
Bottom
44.6131
106658.0305
-70890.259
1ST FLOOR
Top
59.6995
142209.2172
-93682.999
1ST FLOOR
Bottom
60.9022
145295.4332
-96637.6075
1ST FLOOR
Top
2090.6765
53212.6767
-34296.8565
1ST FLOOR
Bottom
2090.9349
55181.0443
-36494.7194
1ST FLOOR
Top
1720.2796
53211.6042
-34297.0313
1ST FLOOR
Bottom
1720.3682
55177.8934
-36495.5135
-34298.8203
1ST FLOOR
Top
3124.9498
52553.2496
1ST FLOOR
Bottom
3125.7183
54000.5594
-36499.215
1ST FLOOR
Top
2542.5734
52551.551
-34299.0982
1ST FLOOR
Bottom
2543.0742
53995.5818
-36500.4604
1ST FLOOR
Top
-2503.2602
53218.6742
-32090.9617
1ST FLOOR
Bottom
-2503.094
55195.0107
-32557.4974
1ST FLOOR
Top
-3085.6365
53216.9756
-32091.2396
1ST FLOOR
Bottom
-3085.7381
55190.0331
-32558.7428
1ST FLOOR
Top
-1680.9663
52558.621
-32093.0286
1ST FLOOR
Bottom
-1680.388
54012.6991
-32562.4443
1ST FLOOR
Top
-2051.3633
52557.5485
-32093.2034
1ST FLOOR
Bottom
-2050.9547
54009.5482
-32563.2384
Page 79 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
Story
ETABS v21.0.0
Location
T
kN-m
MX
kN-m
MY
kN-m
1ST FLOOR
Top
-717.3021
53984.1408
-33522.4955
1ST FLOOR
Bottom
-717.6672
56563.248
-35111.4366
1ST FLOOR
Top
-927.6852
53983.5129
-33522.5996
1ST FLOOR
Bottom
-928.1478
56561.4227
-35111.8828
1ST FLOOR
Top
-1984.364
53986.2618
-32860.6747
1ST FLOOR
Bottom
-1984.7058
56568.3832
-33930.0318
1ST FLOOR
Top
-2480.5791
53984.8026
-32860.9145
1ST FLOOR
Bottom
-2481.1497
56564.1193
-33931.0898
-33529.1455
1ST FLOOR
Top
2519.8923
51785.4226
1ST FLOOR
Bottom
2521.1299
52626.4732
-35126.868
1ST FLOOR
Top
2023.6773
51783.9634
-33529.3853
1ST FLOOR
Bottom
2024.686
52622.2093
-35127.926
1ST FLOOR
Top
966.9984
51786.7123
-32867.4604
1ST FLOOR
Bottom
968.128
52629.1698
-33946.075
1ST FLOOR
Top
756.6154
51786.0843
-32867.5644
1ST FLOOR
Bottom
757.6473
52627.3445
-33946.5212
1ST FLOOR
Top
3124.9498
142209.2172
-32090.9617
1ST FLOOR
Bottom
3125.7183
145295.4332
-32557.4974
1ST FLOOR
Top
-3085.6365
51783.9634
-93682.999
1ST FLOOR
Bottom
-3085.7381
52622.2093
-96637.6075
GROUND FLOOR
Top
18.6411
65737.103
-40718.3774
GROUND FLOOR
Bottom
18.6411
66620.2039
-41091.9155
GROUND FLOOR
Top
4.4966
11735.5442
-8013.6024
GROUND FLOOR
Bottom
4.4966
11731.0287
-8019.5924
GROUND FLOOR
Top
7.222
26470.1131
-16409.892
GROUND FLOOR
Bottom
7.222
26462.2494
-16421.7186
GROUND FLOOR
Top
-0.112
288.7602
-275.2896
GROUND FLOOR
Bottom
-0.112
288.5578
-275.4625
GROUND FLOOR
Top
8.7621
11615.893
-10314.9082
GROUND FLOOR
Bottom
8.7621
11612.1272
-10325.398
GROUND FLOOR
Top
4.4678
16702.726
-10084.8358
GROUND FLOOR
Bottom
4.4678
16697.6522
-10092.7995
GROUND FLOOR
Top
2813.1373
-4.4944
-1967.9883
GROUND FLOOR
Bottom
2813.1373
-4.7412
-2744.9883
GROUND FLOOR
Top
2296.6481
-8.5587
-1969.008
GROUND FLOOR
Bottom
2296.6481
-6.9038
-2747.7441
GROUND FLOOR
Top
-1473.8891
1970.5194
8.2447
GROUND FLOOR
Bottom
-1473.8891
2765.4121
8.0474
GROUND FLOOR
Top
-1860.1063
1967.4747
7.4926
GROUND FLOOR
Bottom
-1860.1063
2763.7892
5.9968
GROUND FLOOR
Top
4610.6583
1876.8643
7.8909
GROUND FLOOR
Bottom
4610.6583
2834.6603
6.8372
GROUND FLOOR
Top
-1962.0179
-4.2172
-2499.5844
GROUND FLOOR
Bottom
-1962.0179
-4.7414
-3739.4965
GROUND FLOOR
Top
1.1355
3998.355
-2389.9769
Page 80 of 85
Analysis Results
5/17/2023
Table 4.7 - Story Forces (Part 2 of 2, continued)
ETABS v21.0.0
T
kN-m
MX
kN-m
MY
kN-m
Bottom
1.1355
3997.5392
-2392.0669
Top
3931.8201
423.0426
2648.531
Bottom
3931.8201
598.2197
3634.1981
GROUND FLOOR
Top
44.6131
136548.4945
-88206.8823
GROUND FLOOR
Bottom
44.6131
137409.3585
-88618.9536
GROUND FLOOR
Top
60.9022
186100.7992 -120281.3315
GROUND FLOOR
Bottom
60.9022
187262.2883 -120838.5262
GROUND FLOOR
Top
2275.0955
GROUND FLOOR
Bottom
2275.0955
70963.9081
-46240.9825
GROUND FLOOR
Top
1874.4714
69840.3634
-45088.9927
GROUND FLOOR
Bottom
1874.4714
70962.2324
-46243.1231
GROUND FLOOR
Top
3391.1593
68663.0294
-45092.6942
GROUND FLOOR
Bottom
3391.1593
69305.6345
-46244.5806
GROUND FLOOR
Top
2758.8049
68658.0517
-45093.9395
GROUND FLOOR
Bottom
2758.8049
69302.9851
-46247.9515
GROUND FLOOR
Top
-2718.8247
69857.4807
-41150.9766
GROUND FLOOR
Bottom
-2718.8247
70976.04
-40747.635
GROUND FLOOR
Top
-3351.1791
69852.503
-41152.222
GROUND FLOOR
Bottom
-3351.1791
70973.3905
-40751.0059
GROUND FLOOR
Top
-1834.4913
68675.1691
-41155.9234
GROUND FLOOR
Bottom
-1834.4913
69316.7927
-40752.4634
GROUND FLOOR
Top
-2235.1153
68672.0182
-41156.7175
GROUND FLOOR
Bottom
-2235.1153
69315.117
-40754.6039
GROUND FLOOR
Top
-764.9046
71225.718
-43704.9158
GROUND FLOOR
Bottom
-764.9046
72902.8535
-44314.0691
GROUND FLOOR
Top
-996.175
71223.8926
-43705.362
GROUND FLOOR
Bottom
-996.175
72901.8794
-44315.293
GROUND FLOOR
Top
-2142.8935
71230.8532
-42523.5109
GROUND FLOOR
Bottom
-2142.8935
72906.9958
-42665.4227
GROUND FLOOR
Top
-2684.0574
71226.5893
-42524.569
GROUND FLOOR
Bottom
-2684.0574
72904.7241
-42668.3
GROUND FLOOR
Top
2724.0376
67288.9432
-43720.3472
GROUND FLOOR
Bottom
2724.0376
67374.301
-44327.2865
GROUND FLOOR
Top
2182.8737
67284.6793
-43721.4052
GROUND FLOOR
Bottom
2182.8737
67372.0293
-44330.1638
GROUND FLOOR
Top
1036.1552
67291.6398
-42539.5542
GROUND FLOOR
Bottom
1036.1552
67377.1457
-42680.2935
Story
Location
GROUND FLOOR
GROUND FLOOR
GROUND FLOOR
69843.5142
-45088.1986
GROUND FLOOR
Top
804.8848
67289.8145
-42540.0004
GROUND FLOOR
Bottom
804.8848
67376.1716
-42681.5174
GROUND FLOOR
Top
3391.1593
186100.7992
-41150.9766
GROUND FLOOR
Bottom
3391.1593
187262.2883
-40747.635
GROUND FLOOR
Top
-3351.1791
67284.6793
-120281.3315
GROUND FLOOR
Bottom
-3351.1791
67372.0293
-120838.5262
Page 81 of 85
Analysis Results
5/17/2023
4.3 Modal Results
Table 4.8 - Modal Periods And Frequencies
Case
Mode
Period
sec
Frequency CircFreq Eigenvalue
cyc/sec
rad/sec
rad2/sec2
Modal
1
1.666
0.6
3.7712
14.2219
Modal
2
1.461
0.684
4.3007
18.4958
Modal
3
1.391
0.719
4.5184
20.4159
Modal
4
0.443
2.256
14.1749
200.9265
Modal
5
0.418
2.39
15.0153
225.4592
Modal
6
0.356
2.812
17.6675
312.1416
Modal
7
0.255
3.919
24.6207
606.1813
Modal
8
0.245
4.075
25.6051
655.6213
Modal
9
0.209
4.777
30.0177
901.0622
Modal
10
0.19
5.257
33.0286
1090.8867
Modal
11
0.184
5.427
34.1018
1162.9323
Modal
12
0.177
5.643
35.4551
1257.0661
Table 4.9 - Modal Participating Mass Ratios (Part 1 of 2)
Case
Mode
Period
sec
UX
UY
UZ
Modal
1
1.666
0.0563
0.1119
0
0.0563
0.1119
Modal
2
1.461
0.0105
0.7007
0
0.0668
Modal
3
1.391
0.7399
0.0399
0
0.8067
Modal
4
0.443
0.0002
0.0636
0
Modal
5
0.418
0.0001
0.0386
0
Modal
6
0.356
0.1301
7.536E-06
Modal
7
0.255
4.442E-05
0.0334
Modal
8
0.245
0.0039
Modal
9
0.209
0.0346
Modal
10
0.19
Modal
11
0.184
Modal
12
0.177
SumUX SumUY SumUZ
RX
RY
RZ
0
0.0264
0.0102
0.6763
0.8126
0
0.1083
0.0046
0.1591
0.8525
0
0.0055
0.1751
0.0222
0.8069
0.9161
0
0.4002
0.0016
0.0404
0.807
0.9548
0
0.3589
0.0011
0.0454
0
0.937
0.9548
0
0.0002
0.6742
0.0004
0
0.9371
0.9882
0
0.0377
7.688E-07
0.0064
0.0003
0
0.941
0.9884
0
0
0.0093
0.0321
0.0007
0
0.9756
0.9892
0
0.0023
0.0461
0.0021
0.0013
0.01
0
0.9769
0.9991
0
0.0553
0.0031
0.003
0.002
0.0006
0
0.9788
0.9997
0
0.0019
0.0017
0.0044
0.0016
0.0001
0
0.9804
0.9998
0
0.0008
0.0044
0.0002
Table 4.9 - Modal Participating Mass Ratios (Part 2 of 2)
ETABS v21.0.0
Case
Mode
SumRX SumRY SumRZ
Modal
1
0.0264
0.0102
0.6763
Modal
2
0.1347
0.0147
0.8354
Modal
3
0.1401
0.1898
0.8576
Modal
4
0.5403
0.1913
0.8981
Modal
5
0.8992
0.1925
0.9435
Modal
6
0.8994
0.8666
0.9439
Modal
7
0.9371
0.8666
0.9503
Modal
8
0.9371
0.876
0.9823
Modal
9
0.9394
0.9221
0.9845
Modal
10
0.9948
0.9252
0.9875
Modal
11
0.9966
0.9269
0.992
Modal
12
0.9975
0.9313
0.9921
Page 82 of 85
Analysis Results
5/17/2023
Table 4.10 - Modal Load Participation Ratios
Case
ItemType
Item
Static
%
Dynamic
%
Modal
Acceleration
UX
99.97
98.04
Modal
Acceleration
UY
100
99.98
Modal
Acceleration
UZ
0
0
Table 4.11 - Modal Direction Factors
ETABS v21.0.0
Case
Mode
Period
sec
UX
Modal
1
1.666
Modal
2
1.461
Modal
3
Modal
UY
UZ
RZ
0.071
0.14
0
0.788
0.015
0.813
0
0.172
1.391
0.917
0.046
0
0.038
4
0.443
0.005
0.573
0
0.422
Modal
5
0.418
0.004
0.42
0
0.576
Modal
6
0.356
0.983
0.001
0
0.016
Modal
7
0.255
0.001
0.933
0
0.065
Modal
8
0.245
0.037
0.067
0
0.896
Modal
9
0.209
0.791
0.007
0
0.202
Modal
10
0.19
0.023
0.766
0
0.211
Modal
11
0.184
0.02
0.011
0
0.969
Modal
12
0.177
0.169
0.179
0
0.652
Page 83 of 85
Design Data
5/17/2023
5 Design Data
This chapter provides design data and results.
5.1 Concrete Frame Design
Table 5.1 - Concrete Frame Design Preferences - Eurocode 2-2004
Item
Value
Country
CEN Default
Combination Equation
Eq. 6.10
Reliability Class
Class 3
Second Order Method
Nominal Stiffness
Multi-Response Design
Step-by-Step - All
# Interaction Curves
24
# Interaction Points
11
Minimum Eccentricity?
Yes
Design for BCCR?
Yes
Ignore Beneficial Pu for Beam Design?
Yes
Theta 0
0.005
Gamma (Steel)
1.15
Gamma (Concrete)
1.5
Gamma (Concrete Modulus)
1.2
AlphaCC (Compression)
1
AlphaCT (Tension)
1
AlphaCC (Lightweight Compression)
0.85
AlphaCT (Lightweight Tension)
0.85
Pattern Live Load Factor
0.75
Utlization Factor Limit
1
5.2 Concrete Slab Design
Table 5.2 - Concrete Slab Design Preferences - Eurocode 2-2004
ETABS v21.0.0
Item
Value
Country
CEN Default
ComboSet
Eq. 6.10
ReliabilityClass
Class 2
Theta
0.005
GammaSteel
1.15
GammaConc
1.5
AlphaCC
1
AlphaCT
1
AlphaCCLW
0.85
AlphaCTLW
0.85
Ignore Pu?
Yes
CoverTop mm
15
CoverBot mm
15
BarSize
18
InnerLayer
Layer B
PTCGSTop mm
25
PTCGSBotExt mm
40
Page 84 of 85
Design Data
5/17/2023
Table 5.2 - Concrete Slab Design Preferences - Eurocode 2-2004 (continued)
Item
ETABS v21.0.0
Value
PTCGSBotInt mm
25
SlabType
Two Way
UserStress
No
InitConcRat
0.8
LLFraction
0.5
Page 85 of 85