Page 1 of 12
DESIGN DATA FOR ALL LOAD COMBINATIONS
Project Name
:
Majlies Design
Client Name
:
Mr. Salim AL-Aamri
Analysis File
:
D:\Practise\RCC\Sarhan Work\Masque\Grean house Majlies-R1.STD
Engineer Name
:
Analysis Last Modified
Load
Combinations:
3.
Column/Wall
:
Level
:
Design Code
Grade of Concrete
=
=
:
SSA
28/09/2019 11:51:04 PM
1.4 (LOAD 1: SW) +1.4 (LOAD 2: FINISHES) +1.4 (LOAD 3: WALL LOAD) +1.4
(LOAD 4: SUNKING LOAD + WATER TANK) +1.6 (LOAD 5: LL)
C1
0m To 2m
BS 8110 - 97
30
N/sqmm
Grade of Steel
=
460
N/sqmm
Column D
=
500
mm
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
1
BOT
1
1
1
200
mm
50
mm
0.68
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
267.73 0.00
0.00
5.35
-
0.00
0.00
0.00
0.00
0.00
102.61
0.00
8
267.73 0.00
0.00
-
2.68
0.00
0.00
0.00
0.00
0.00
102.61
0.00
8
260.73 10.81
-3.22
5.21
-
0.00
0.00
10.81
-3.22
19.71 102.11
0.19
8
260.73 10.81
-3.22
-
2.61
0.00
0.00
10.81
-3.22
19.71 102.11
0.19
Column/Wall
:
C1
Level
:
2m To 5.8m
Grade of Concrete
=
30
Design Code
=
BS 8110 - 97
N/sqmm
Grade of Steel
=
460
N/sqmm
Column D
=
500
mm
Column B
Clear Cover
Pt
Design Table :
=
=
=
200
40
1.03
mm
mm
%
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 2 of 12
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
36
BOT
36
36
36
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
173.15 -38.44 4.99
3.46
-
0.00
1.02
-38.44
6.01
55.08 124.47
0.44
8
173.15 -38.44 4.99
-
1.73
0.00
1.02
-38.44
6.01
55.08 124.47
0.44
8
159.85 68.00
-6.56
3.20
-
0.00
0.87
68.00
-7.44
88.70 122.31
0.73
8
159.85 68.00
-6.56
-
1.60
0.00
0.87
68.00
-7.44
88.70 122.31
0.73
Column/Wall
:
C2
Level
:
0m To 2m
Grade of Concrete
=
30
Design Code
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
500
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
2
BOT
2
2
2
N/sqmm
200
mm
mm
50
mm
0.9
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
303.18 0.00
0.00
6.06
-
0.00
0.00
0.00
0.00
0.00
114.30
0.00
8
303.18 0.00
0.00
-
3.03
0.00
0.00
0.00
0.00
0.00
114.30
0.00
8
296.18 -10.65 -8.36
5.92
-
0.00
0.00
-10.65 -8.36
11.41 113.67
0.10
8
296.18 -10.65 -8.36
-
2.96
0.00
0.00
-10.65 -8.36
11.41 113.67
0.10
Column/Wall
Level
Design Code
N/sqmm
Grade of Concrete
:
:
=
=
C2
2m To 5.8m
BS 8110 - 97
30
N/sqmm
Grade of Steel
=
460
N/sqmm
Column D
=
500
mm
Column B
Clear Cover
Pt
=
Design Table :
Member LOC L/C
=
=
Analysis
L/C No
200
mm
40
mm
1.26
Pu
%
Analysis
Mx
My
Min ECC
Mx
My
Slenderness
Design
Capacity
Mcap
Ratio
Mx
My Mux Muy MuRes
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 3 of 12
3
BOT
(a)
3
(b)
3
TOP
(a)
3
(b)
37
37
37
37
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
8
193.63 34.17
8.56
3.87
-
0.00
1.36
34.17
9.92
61.39 136.38
0.45
8
193.63 34.17
8.56
-
1.94
0.00
1.36
34.17
9.92
61.39 136.38
0.45
8
180.32 -61.24 -15.50
3.61
-
0.00
1.18
-61.24 -16.68 107.25 134.92
0.79
8
180.32 -61.24 -15.50
-
1.80
0.00
1.18
-61.24 -16.68 107.25 134.92
0.79
Column/Wall
:
Level
:
Design Code
Grade of Concrete
=
=
C3
0m To 2m
BS 8110 - 97
30
N/sqmm
Grade of Steel
=
460
N/sqmm
Column D
=
500
mm
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
3
BOT
3
3
3
200
mm
50
mm
0.68
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
506.70 0.00
0.00
10.13
-
0.00
0.00
0.00
0.00
0.00
116.42
0.00
8
506.70 0.00
0.00
-
5.07
0.00
0.00
0.00
0.00
0.00
116.42
0.00
8
499.70 6.32
8.83
9.99
-
0.00
0.00
9.99
8.83
11.45
41.04
0.28
8
499.70 6.32
8.83
-
5.00
0.00
0.00
6.32
8.83
10.49
41.04
0.26
Column/Wall
:
C3
Level
:
2m To 5.8m
Grade of Concrete
=
30
Design Code
=
BS 8110 - 97
N/sqmm
Grade of Steel
=
460
N/sqmm
Column D
=
500
mm
Column B
Clear Cover
Pt
=
Design Table :
Member LOC L/C
3
=
=
Analysis
L/C No
200
40
1.03
mm
mm
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 4 of 12
38
BOT (a)
3
(b)
3
TOP
(a)
3
(b)
38
38
38
8
349.66 -7.54 -25.34
6.99
8
336.35 8.14
8
336.35 8.14
8
Column/Wall
:
3.92
-7.54 -29.26 31.44 140.52
-7.54 -29.26 31.44 140.52
0.22
33.99
6.73
-
0.00
3.62
8.14
37.62
39.99
47.64
0.84
33.99
-
3.36
0.00
3.62
8.14
37.62
39.99
47.64
0.84
0m To 2m
Grade of Concrete
=
30
=
BS 8110 - 97
=
460
N/sqmm
Column D
=
500
mm
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
4
BOT
4
4
4
200
mm
50
mm
0.68
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
565.09 0.00
0.00
11.30
-
0.00
0.00
0.00
0.00
0.00
118.41
0.00
8
565.09 0.00
0.00
-
5.65
0.00
0.00
0.00
0.00
0.00
118.41
0.00
8
558.09 -8.94
-4.93
11.16
-
0.00
0.00
-11.16 -4.93
7.77
118.24
0.07
8
558.09 -8.94
-4.93
-
5.58
0.00
0.00
-8.94
7.86
118.24
0.07
Column/Wall
:
:
2m To 5.8m
Grade of Concrete
=
30
Design Code
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
500
Column B
=
Clear Cover
=
Pt
=
Design Table :
BOT
3
(a)
Analysis
L/C No
8
-5.58
C4
Level
Member LOC L/C
3.92
N/sqmm
Grade of Steel
=
0.00
0.22
C4
:
Column B
39
3.50
0.00
349.66 -7.54 -25.34
Level
Design Code
-
-
N/sqmm
N/sqmm
200
mm
mm
40
mm
0.68
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
368.14 10.89
-0.01
7.36
-
0.00
6.52
10.89
-6.53
9.69
111.33
0.09
3
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 5 of 12
39
(b)
3
TOP
(a)
3
(b)
39
39
8
368.14 10.89
8
8
Column/Wall
:
-
0.00
354.84 -63.10 0.36
-
3.55
0.00
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
600
=
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
7
BOT
7
7
7
-63.10
6.42
79.38 110.51
0.12
6.06
-63.10
9.61
87.46 110.51
0.79
0.72
N/sqmm
N/sqmm
200
mm
mm
50
mm
0.75
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
0.00
10.04
-
0.00
0.00
0.00
0.00
0.00
164.32
0.00
8
501.91 0.00
0.00
-
5.02
0.00
0.00
0.00
0.00
0.00
164.32
0.00
8
493.51 0.62
1.64
9.87
-
0.00
0.00
9.87
1.64
15.07 163.95
0.09
8
493.51 0.62
1.64
-
4.94
0.00
0.00
0.62
4.94
5.07
0.10
:
:
Design Code
Grade of Concrete
=
=
2m To 5.8m
BS 8110 - 97
30
N/sqmm
=
460
N/sqmm
Column D
=
600
mm
Column B
=
Clear Cover
=
Pt
=
Design Table :
Analysis
L/C No
49.95
C5
Grade of Steel
3
(a)
3
(b)
6.06
10.89 -10.20 13.36 111.33
501.91 0.00
Level
BOT
6.52
8
Column/Wall
Member LOC L/C
0.00
C5
0m To 2m
Clear Cover
42
7.10
3.68
:
Column B
42
354.84 -63.10 0.36
-
Level
Design Code
-0.01
200
mm
40
mm
1.05
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
381.22 -1.48 -21.66
7.62
-
0.00
3.88
-7.62 -25.54 27.37 196.30
0.14
8
381.22 -1.48 -21.66
-
3.81
0.00
3.88
-1.48 -25.54 25.90 196.30
0.13
3
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 6 of 12
42
TOP (a)
3
(b)
42
8
365.26 0.84
41.31
7.31
-
0.00
3.56
7.31
44.87
46.64
56.15
0.83
8
365.26 0.84
41.31
-
3.65
0.00
3.56
0.84
44.87
45.07
56.15
0.80
Column/Wall
:
Level
:
Design Code
Grade of Concrete
30
N/sqmm
460
N/sqmm
Column D
=
600
mm
=
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
9
BOT
9
9
9
200
mm
50
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
551.53 0.00
0.00
11.03
-
0.00
0.00
0.00
0.00
0.00
157.40
0.00
8
551.53 0.00
0.00
-
5.52
0.00
0.00
0.00
0.00
0.00
157.40
0.00
8
543.13 -8.99
-1.43
10.86
-
0.00
0.00
-10.86 -1.43
15.30 156.90
0.10
8
543.13 -8.99
-1.43
-
5.43
0.00
0.00
-8.99
7.39
0.05
Column/Wall
:
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
=
460
N/sqmm
Column D
=
600
mm
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
3
(a)
3
(b)
3
TOP
(a)
BOT
Analysis
L/C No
156.90
N/sqmm
Grade of Steel
Column B
-5.43
C6
Level
Design Code
44
BS 8110 - 97
=
Clear Cover
44
=
0m To 2m
Grade of Steel
Column B
44
=
C6
200
mm
40
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
396.46 3.81
19.69
7.93
-
0.00
4.20
7.93
23.89
25.80
45.10
0.57
8
396.46 3.81
19.69
-
3.96
0.00
4.20
3.81
23.89
24.81
45.10
0.55
8
380.49 0.79
-39.10
7.61
-
0.00
3.86
7.61
-42.96 44.81 146.64
0.31
3
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
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Page 7 of 12
44
(b)
8
Column/Wall
:
:
0m To 2m
Grade of Concrete
=
30
BS 8110 - 97
N/sqmm
Column D
=
600
mm
=
=
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
8
BOT
8
8
8
200
-42.96 43.16 146.64
0.29
50
mm
0.75
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
505.52 0.00
0.00
10.11
-
0.00
0.00
0.00
0.00
0.00
164.47
0.00
8
505.52 0.00
0.00
-
5.06
0.00
0.00
0.00
0.00
0.00
164.47
0.00
8
497.11 0.67
1.27
9.94
-
0.00
0.00
9.94
1.27
13.96 164.11
0.09
8
497.11 0.67
1.27
-
4.97
0.00
0.00
0.67
4.97
5.12
0.10
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
600
Column B
=
Clear Cover
=
Pt
=
Design Table :
Analysis
L/C No
50.02
C7
:
Design Code
3
(a)
3
(b)
3
TOP
(a)
3
(b)
0.79
mm
Level
BOT
3.86
8
Column/Wall
Member LOC L/C
0.00
N/sqmm
460
Pt
43
3.80
=
Clear Cover
43
-
Grade of Steel
Column B
43
=
-39.10
C7
Level
Design Code
43
380.49 0.79
N/sqmm
N/sqmm
200
mm
mm
40
mm
1.05
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
386.91 -6.15 -20.59
7.74
-
0.00
4.00
-7.74 -24.59 26.45 196.92
0.13
8
386.91 -6.15 -20.59
-
3.87
0.00
4.00
-6.15 -24.59 26.07 196.92
0.13
8
370.94 9.57
40.48
7.42
-
0.00
3.67
9.57
44.15
46.46
56.39
0.82
8
370.94 9.57
40.48
-
3.71
0.00
3.67
9.57
44.15
46.46
56.39
0.82
file:///C:/Users/DELL/AppData/Local/Temp/tmp5CFD.tmp
19/10/2019
Page 8 of 12
Column/Wall
:
:
0m To 2m
Grade of Concrete
=
30
Design Code
N/sqmm
Column D
=
600
mm
=
=
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
10
BOT
10
10
10
200
mm
50
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
515.86 0.00
0.00
10.32
-
0.00
0.00
0.00
0.00
0.00
155.12
0.00
8
515.86 0.00
0.00
-
5.16
0.00
0.00
0.00
0.00
0.00
155.12
0.00
8
507.46 4.77
-0.87
10.15
-
0.00
0.00
10.15
-0.87
12.88 154.55
0.08
8
507.46 4.77
-0.87
-
5.07
0.00
0.00
4.77
-5.07
6.13
0.04
Column/Wall
:
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
600
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
3
(a)
3
(b)
3
TOP
(a)
3
(b)
BOT
Analysis
L/C No
154.55
C8
Level
Design Code
45
N/sqmm
460
Pt
45
BS 8110 - 97
=
Clear Cover
45
=
Grade of Steel
Column B
45
C8
Level
N/sqmm
N/sqmm
200
mm
mm
40
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
387.05 -10.79 20.42
7.74
-
0.00
4.00
-10.79 24.42
27.04
44.65
0.61
8
387.05 -10.79 20.42
-
3.87
0.00
4.00
-10.79 24.42
27.04
44.65
0.61
8
371.08 14.78 -40.26
7.42
-
0.00
3.68
14.78 -43.94 47.54 145.77
0.33
8
371.08 14.78 -40.26
-
3.71
0.00
3.68
14.78 -43.94 47.54 145.77
0.33
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Page 9 of 12
Column/Wall
:
Level
:
Design Code
Grade of Concrete
N/sqmm
Column D
=
600
mm
=
=
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
5
BOT
5
5
5
200
mm
50
mm
0.75
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
536.08 0.00
0.00
10.72
-
0.00
0.00
0.00
0.00
0.00
165.69
0.00
8
536.08 0.00
0.00
-
5.36
0.00
0.00
0.00
0.00
0.00
165.69
0.00
8
527.67 -6.25
15.02 10.55
-
0.00
0.00
-10.55 15.02
17.34
50.41
0.34
8
527.67 -6.25
15.02
5.28
0.00
0.00
-6.25
16.39
50.41
0.33
Column/Wall
:
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
600
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
BOT
Column/Wall
-
15.02
C9
Level
Design Code
40
N/sqmm
460
Pt
40
30
=
Clear Cover
40
=
BS 8110 - 97
Grade of Steel
Column B
40
=
C9
0m To 2m
N/sqmm
N/sqmm
200
mm
mm
40
mm
1.05
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
384.58 14.91 -26.64
7.69
-
0.00
3.70
14.91 -30.34 33.93 196.67
0.17
8
384.58 14.91 -26.64
-
3.85
0.00
3.70
14.91 -30.34 33.93 196.67
0.17
8
368.61 -28.78 37.21
7.37
-
0.00
3.40
-28.78 40.60
47.55
56.29
0.84
8
368.61 -28.78 37.21
-
3.69
0.00
3.40
-28.78 40.60
47.55
56.29
0.84
:
C10
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Page 10 of 12
Level
:
0m To 2m
Grade of Concrete
=
30
Design Code
460
N/sqmm
Column D
=
600
mm
=
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
6
BOT
6
6
6
mm
50
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
543.04 0.00
0.00
10.86
-
0.00
0.00
0.00
0.00
0.00
156.89
0.00
8
543.04 0.00
0.00
-
5.43
0.00
0.00
0.00
0.00
0.00
156.89
0.00
8
534.64 -4.39 -15.16 10.69
-
0.00
0.00
-10.69 -15.16 17.50 156.39
0.11
8
534.64 -4.39 -15.16
5.35
0.00
0.00
-4.39 -15.16 16.12 156.39
0.10
:
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
600
Column B
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
BOT
Column/Wall
Level
Design Code
-
C10
Level
Design Code
41
200
8
Column/Wall
41
N/sqmm
=
Clear Cover
41
BS 8110 - 97
Grade of Steel
Column B
41
=
N/sqmm
N/sqmm
200
mm
mm
40
mm
0.57
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
384.64 11.92 26.62
7.69
-
0.00
3.70
11.92 30.32
33.21
44.54
0.75
8
384.64 11.92 26.62
-
3.85
0.00
3.70
11.92 30.32
33.21
44.54
0.75
8
368.68 -24.47 -37.21
7.37
-
0.00
3.40
-24.47 -40.60 46.57 145.55
0.32
8
368.68 -24.47 -37.21
-
3.69
0.00
3.40
-24.47 -40.60 46.57 145.55
0.32
:
:
=
C11
0m To 2m
BS 8110 - 97
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Page 11 of 12
Grade of Concrete
460
N/sqmm
Column D
=
600
mm
=
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
11
BOT
11
11
11
50
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
-
0.00
0.00
0.00
0.00
0.00
243.32
0.00
8
575.45 0.00
0.00
-
11.51
0.00
0.00
0.00
0.00
0.00
243.32
0.00
8
558.65 8.28
-17.71 11.17
-
0.00
0.00
11.17 -17.71 24.11 240.92
0.10
8
558.65 8.28
-17.71
11.17
0.00
0.00
8.28
0.09
:
:
=
=
BS 8110 - 97
30
460
Column D
=
400
=
Clear Cover
=
Pt
=
Design Table :
Analysis
L/C No
350
mm
mm
40
mm
0.48
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
236.20 -26.78 -2.56
4.72
-
0.00
0.00
-26.78 -2.56
29.56
84.43
0.35
8
236.20 -26.78 -2.56
-
4.13
0.00
0.00
-26.78 -4.13
31.27
84.43
0.37
8
217.57 65.37
5.09
4.35
-
0.00
0.00
65.37
5.09
70.93
82.01
0.86
8
217.57 65.37
5.09
-
3.81
0.00
0.00
65.37
5.09
70.93
82.01
0.86
:
C12
Level
:
0m To 2m
Grade of Concrete
=
30
Grade of Steel
N/sqmm
N/sqmm
8
Column/Wall
Design Code
-17.71 22.45 240.92
2m To 5.8m
=
Column B
-
C11
Grade of Steel
3
(a)
3
(b)
3
TOP
(a)
3
(b)
%
11.51
Grade of Concrete
BOT
mm
0.47
0.00
Design Code
Member LOC L/C
mm
575.45 0.00
Level
46
400
8
Column/Wall
46
N/sqmm
=
Clear Cover
46
30
Grade of Steel
Column B
46
=
=
=
BS 8110 - 97
460
N/sqmm
N/sqmm
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Page 12 of 12
Column B
=
Column D
=
Clear Cover
=
Pt
=
Design Table :
Member LOC L/C
Analysis
L/C No
3
(a)
3
(b)
3
TOP
(a)
3
(b)
12
BOT
12
12
12
mm
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
11.33
-
0.00
0.00
0.00
0.00
0.00
242.04
0.00
8
566.52 0.00
0.00
-
11.33
0.00
0.00
0.00
0.00
0.00
242.04
0.00
8
549.72 0.99
17.18 10.99
-
0.00
0.00
10.99 17.18
23.49 158.16
0.15
8
549.72 0.99
17.18
10.99
0.00
0.00
0.99
17.75 158.16
0.11
:
:
2m To 5.8m
Grade of Concrete
=
30
=
BS 8110 - 97
Grade of Steel
=
460
Column D
=
400
=
=
Pt
=
Design Table :
Member LOC L/C
3
(a)
3
(b)
3
TOP
(a)
3
(b)
BOT
Analysis
L/C No
-
17.18
C12
Level
Clear Cover
47
50
0.47
0.00
Column B
47
mm
566.52 0.00
Design Code
47
mm
600
8
Column/Wall
47
400
N/sqmm
N/sqmm
350
mm
mm
40
mm
0.48
%
Analysis
Min ECC Slenderness
Design
Capacity
Mcap
Ratio
Mx
My
Mx
My
Mx
My Mux Muy MuRes
(kN) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm) (kNm)
Pu
8
235.35 26.64
-0.74
4.71
-
0.00
0.00
26.64
-0.74
27.44
84.32
0.33
8
235.35 26.64
-0.74
-
4.12
0.00
0.00
26.64
-4.12
31.11
84.32
0.37
8
216.72 -66.48 3.04
4.33
-
0.00
0.00
-66.48
3.04
69.81
81.90
0.85
8
216.72 -66.48 3.04
-
3.79
0.00
0.00
-66.48
3.79
70.62
81.90
0.86
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