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COLUMN DESIGN SUMMARY Load Combinations : 9. 1.4 (LOAD 3: DL) 10. 1.2 (LOAD 3: DL) +1.6 (LOAD 4: LL) 11. 1.4 (LOAD 3: DL) +0.5 (LOAD 4: LL) +1.25 (LOAD 1: EX) 12. 1.4 (LOAD 3: DL) +0.5 (LOAD 4: LL) +1.25 (LOAD 2: EZ) 13. 1.4 (LOAD 3: DL) +0.5 (LOAD 4: LL) -1.25 (LOAD 1: EX) 14. 1.4 (LOAD 3: DL) +0.5 (LOAD 4: LL) -1.25 (LOAD 2: EZ) 15. 1.4 (LOAD 3: DL) +1.25 (LOAD 1: EX) 16. 1.4 (LOAD 3: DL) +1.25 (LOAD 2: EZ) 17. 1.4 (LOAD 3: DL) -1.25 (LOAD 1: EX) 18. 1.4 (LOAD 3: DL) -1.25 (LOAD 2: EZ) 19. 0.7 (LOAD 3: DL) +1.25 (LOAD 1: EX) 20. 0.7 (LOAD 3: DL) +1.25 (LOAD 2: EZ) 21. 0.7 (LOAD 3: DL) -1.25 (LOAD 1: EX) 22. 0.7 (LOAD 3: DL) -1.25 (LOAD 2: EZ) Levels :
1. FOUNDATION 2. 1m 3. 4m 4. 7m
Column/Wall : C1 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
14
18
14
18
26.01 15.77
0.5 1.03
0.37
1.54 25.49 1.03
0.52
23.49 -2.63 -12.66 1.03
0.29
78
Links
#10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C2 Level Size Material LC Analysis (mm) LC No
P Mx My Pt Interaction Main (kN) (kNm) (kNm) (%) Ratio Reinforcement
Links #10 @ 75
1 TO 350 X 2 350
C21 : Fy230
21
25
72.52 -16.39
-0.07 1.03
0.34
4-#16 + 4-#12
2 TO 350 X 3 350
C21 : Fy230
+ #10 @ 175 #10 @ 75
13
17
130.01 24.27
9.87 1.03
0.44
4-#16 + 4-#12
3 TO 350 X 4 350
C21 : Fy230
+ #10 @ 175 #10 @ 75
13
17
31.27 -11.23 -10.33 1.03
0.31
4-#16 + 4-#12
+ #10 @ 175
Column/Wall : C3 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 21 25 52.41 -16.31 0.33 1.03 0.36 4-#16 + 4-#12 #10 @ 175 2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
54.11 -19.15
3.58 1.03
0.41
11
15
26.02 10.27
-7.95 1.03
0.27
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C4 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
21
25
9.96 -15.57
0.57 1.03
0.39
11
15
27.85 -17.19
7.93 1.03
0.4
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C5 Level Size Material LC Analysis (mm) 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
P
Mx
My
Pt Interaction
LC No (kN) (kNm) (kNm) (%) 19
23
36.34 16.31
20
24
12
16
Ratio
0.67 1.03
0.37
47.24
2.65 -19.33 1.03
0.42
11.96
2.17
0.18
-7.4 1.03
Main
Links
Reinforcement #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C6 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 19 23 90.32 16.97 0.39 1.03 0.33 4-#16 + 4-#12 #10 @ 175
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
21
25
76.21 21.67
0.68 1.03
0.44
13
17
36.53 -12.99
-0.62 1.03
0.3
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12
Column/Wall : C7 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230 C21 : Fy230
21
25
78.67 -16.64
0.6 1.03
0.34
19
23
80.19 -19.92
-0.71 1.03
0.4
11
15
20.21 -11.13
-0.16 1.03
0.27
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C8 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 21 25 20.49 -15.94 0.83 1.03 0.38 4-#16 + 4-#12 #10 @ 175 2 TO 350 X C21 : #10 @ 75 + 3 350 Fy230 11 15 46.39 -19.6 -3.07 1.03 0.43 4-#16 + 4-#12 #10 @ 175
Column/Wall : C9 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 20 24 -8.17 0.7 16.45 1.03 0.43 4-#16 + 4-#12 #10 @ 175 2 TO 350 X 3 350
C21 : Fy230
3 TO 350 X 4 350
C21 : Fy230
20
24
1.98
0.65 -20.89 1.03
0.53
13
17
16.46
6.67
0.16
0.69 1.03
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C10 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
3 TO 350 X
C21 :
Links
-0.05 1.03
0.38
61.06
0.02 -19.88 1.03
0.42
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
19.92
0.85 -10.63 1.03
0.25
4-#16 + 4-#12 #10 @ 75 +
21
25
56.72 -17.53
20
24
12
16
4-#16 + 4-#12
4
350
Fy230
#10 @ 175
Column/Wall : C11 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement
Links
1 TO 350 X 2 350
C21 : Fy230
19
23
63.54 17.21
-0.28 1.03
0.36
4-#16 + 4-#12 #10 @ 75 + #10 @ 175
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
51.54 -17.12
-0.88 1.03
0.37
12
16
15.41 -2.84
-9.84 1.03
0.23
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C12 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350
C21 : Fy230
Links #10 @ 75 + #10 @ 175
21
25
11.31 -16.26
0.64 1.03
0.4
4-#16 + 4-#12
11
15
36.32 -19.2
-0.7 1.03
0.44
4-#16 + 4-#12 #10 @ 75 + #10 @ 175
Column/Wall : C13 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
22
26
- -1.52 -15.42 1.03 15.51
0.41
18
22
15.91
0.58
1.83 24.13 1.03
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C14 Level Size Material LC Analysis (mm) 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
P
Mx
My
Pt Interaction
LC No (kN) (kNm) (kNm) (%)
Main
Ratio
Reinforcement
Links
#10 @ 75 + #10 @ 175
19
23
54.5 17.06
0.37 1.03
0.37
4-#16 + 4-#12
20
24
21.88 -2.43 -20.06 1.03
0.47
12
16
8.52 -1.56
0.24
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
-9.7 1.03
Column : C15 Level Size Material LC Analysis P Mx My Pt Interaction (mm) LC No (kN) (kNm) (kNm) (%) Ratio 1 TO 350 X C21 : 2 350 Fy230 21 25 45.84 -17.51 0.51 1.03 0.39 2 TO 350 X C21 : 3 350 Fy230 20 24 15.16 -3.44 -17.6 1.03 0.42 3 TO 350 X C21 : 4 350 Fy230 12 16 2.29 -3.73 -9.13 1.03 0.23
Main Reinforcement
Links
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12
Column/Wall : C16 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
21
25
3.85 -16.45
0.61 1.03
0.42
11
15
21.02 -18.61
-1.56 1.03
0.44
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C17 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 300 X 2 300 2 TO 300 X 3 300 3 TO 300 X 4 300
C21 : Fy230 C21 : Fy230 C21 : Fy230
22
26
-8.63 1.14
0.36
26
- -1.59 29.69 17.33 1.21
22
9.85 1.14
0.39
12
16
13.97
-5.28 1.14
0.19
0.43
Links
4-#16 + 2-#12 #10 @ 75 + #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150
Colmn/Wall : C18
Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 300 X C21 : #10 @ 75 + 2 300 Fy230 19 23 20.89 10.24 -0.14 1.14 0.35 4-#16 + 2-#12 #10 @ 150 2 TO 300 X 3 300
C21 : Fy230
3 TO 300 X 4 300
C21 : Fy230
22
26
14.93
0.89
8.62 1.14
0.34
12
16
13.47 -1.42
-4.9 1.14
0.17
4-#16 + 2-#12 #10 @ 75 + #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150
Column/Wall : C19 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 3 TO 350 X 4 350
C21 : Fy230
15
19
-0.59
-6.57 -1.19 1.03
0.17
4-#16 + 4-#12
Links #10 @ 75 + #10 @ 175
1. FOUNDATION 2. 1m 3. 4m 4. 7m
Column/Wall : C1 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
14
18
14
18
26.01 15.77
0.5 1.03
0.37
1.54 25.49 1.03
0.52
23.49 -2.63 -12.66 1.03
0.29
78
Links
#10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C2 Level Size Material LC Analysis (mm) LC No
P Mx My Pt Interaction Main (kN) (kNm) (kNm) (%) Ratio Reinforcement
Links #10 @ 75
1 TO 350 X 2 350
C21 : Fy230
21
25
72.52 -16.39
-0.07 1.03
0.34
4-#16 + 4-#12
2 TO 350 X 3 350
C21 : Fy230
+ #10 @ 175 #10 @ 75
13
17
130.01 24.27
9.87 1.03
0.44
4-#16 + 4-#12
3 TO 350 X 4 350
C21 : Fy230
+ #10 @ 175 #10 @ 75
13
17
31.27 -11.23 -10.33 1.03
0.31
4-#16 + 4-#12
+ #10 @ 175
Column/Wall : C3 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 21 25 52.41 -16.31 0.33 1.03 0.36 4-#16 + 4-#12 #10 @ 175 2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
54.11 -19.15
3.58 1.03
0.41
11
15
26.02 10.27
-7.95 1.03
0.27
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C4 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
21
25
9.96 -15.57
0.57 1.03
0.39
11
15
27.85 -17.19
7.93 1.03
0.4
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C5 Level Size Material LC Analysis (mm) 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
P
Mx
My
Pt Interaction
LC No (kN) (kNm) (kNm) (%) 19
23
36.34 16.31
20
24
12
16
Ratio
0.67 1.03
0.37
47.24
2.65 -19.33 1.03
0.42
11.96
2.17
0.18
-7.4 1.03
Main
Links
Reinforcement #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C6 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 19 23 90.32 16.97 0.39 1.03 0.33 4-#16 + 4-#12 #10 @ 175
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
21
25
76.21 21.67
0.68 1.03
0.44
13
17
36.53 -12.99
-0.62 1.03
0.3
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12
Column/Wall : C7 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230 C21 : Fy230
21
25
78.67 -16.64
0.6 1.03
0.34
19
23
80.19 -19.92
-0.71 1.03
0.4
11
15
20.21 -11.13
-0.16 1.03
0.27
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C8 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 21 25 20.49 -15.94 0.83 1.03 0.38 4-#16 + 4-#12 #10 @ 175 2 TO 350 X C21 : #10 @ 75 + 3 350 Fy230 11 15 46.39 -19.6 -3.07 1.03 0.43 4-#16 + 4-#12 #10 @ 175
Column/Wall : C9 Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X C21 : #10 @ 75 + 2 350 Fy230 20 24 -8.17 0.7 16.45 1.03 0.43 4-#16 + 4-#12 #10 @ 175 2 TO 350 X 3 350
C21 : Fy230
3 TO 350 X 4 350
C21 : Fy230
20
24
1.98
0.65 -20.89 1.03
0.53
13
17
16.46
6.67
0.16
0.69 1.03
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C10 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
3 TO 350 X
C21 :
Links
-0.05 1.03
0.38
61.06
0.02 -19.88 1.03
0.42
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
19.92
0.85 -10.63 1.03
0.25
4-#16 + 4-#12 #10 @ 75 +
21
25
56.72 -17.53
20
24
12
16
4-#16 + 4-#12
4
350
Fy230
#10 @ 175
Column/Wall : C11 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement
Links
1 TO 350 X 2 350
C21 : Fy230
19
23
63.54 17.21
-0.28 1.03
0.36
4-#16 + 4-#12 #10 @ 75 + #10 @ 175
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
19
23
51.54 -17.12
-0.88 1.03
0.37
12
16
15.41 -2.84
-9.84 1.03
0.23
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C12 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350
C21 : Fy230
Links #10 @ 75 + #10 @ 175
21
25
11.31 -16.26
0.64 1.03
0.4
4-#16 + 4-#12
11
15
36.32 -19.2
-0.7 1.03
0.44
4-#16 + 4-#12 #10 @ 75 + #10 @ 175
Column/Wall : C13 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
22
26
- -1.52 -15.42 1.03 15.51
0.41
18
22
15.91
0.58
1.83 24.13 1.03
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C14 Level Size Material LC Analysis (mm) 1 TO 350 X 2 350
C21 : Fy230
2 TO 350 X 3 350 3 TO 350 X 4 350
C21 : Fy230 C21 : Fy230
P
Mx
My
Pt Interaction
LC No (kN) (kNm) (kNm) (%)
Main
Ratio
Reinforcement
Links
#10 @ 75 + #10 @ 175
19
23
54.5 17.06
0.37 1.03
0.37
4-#16 + 4-#12
20
24
21.88 -2.43 -20.06 1.03
0.47
12
16
8.52 -1.56
0.24
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
-9.7 1.03
Column : C15 Level Size Material LC Analysis P Mx My Pt Interaction (mm) LC No (kN) (kNm) (kNm) (%) Ratio 1 TO 350 X C21 : 2 350 Fy230 21 25 45.84 -17.51 0.51 1.03 0.39 2 TO 350 X C21 : 3 350 Fy230 20 24 15.16 -3.44 -17.6 1.03 0.42 3 TO 350 X C21 : 4 350 Fy230 12 16 2.29 -3.73 -9.13 1.03 0.23
Main Reinforcement
Links
#10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175 4-#16 + 4-#12
Column/Wall : C16 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 350 X 2 350 2 TO 350 X 3 350
C21 : Fy230 C21 : Fy230
21
25
3.85 -16.45
0.61 1.03
0.42
11
15
21.02 -18.61
-1.56 1.03
0.44
Links
4-#16 + 4-#12 #10 @ 75 + #10 @ 175 #10 @ 75 + 4-#16 + 4-#12 #10 @ 175
Column/Wall : C17 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 300 X 2 300 2 TO 300 X 3 300 3 TO 300 X 4 300
C21 : Fy230 C21 : Fy230 C21 : Fy230
22
26
-8.63 1.14
0.36
26
- -1.59 29.69 17.33 1.21
22
9.85 1.14
0.39
12
16
13.97
-5.28 1.14
0.19
0.43
Links
4-#16 + 2-#12 #10 @ 75 + #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150
Colmn/Wall : C18
Level Size Material LC Analysis P Mx My Pt Interaction Main Links (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 1 TO 300 X C21 : #10 @ 75 + 2 300 Fy230 19 23 20.89 10.24 -0.14 1.14 0.35 4-#16 + 2-#12 #10 @ 150 2 TO 300 X 3 300
C21 : Fy230
3 TO 300 X 4 300
C21 : Fy230
22
26
14.93
0.89
8.62 1.14
0.34
12
16
13.47 -1.42
-4.9 1.14
0.17
4-#16 + 2-#12 #10 @ 75 + #10 @ 150 #10 @ 75 + 4-#16 + 2-#12 #10 @ 150
Column/Wall : C19 Level Size Material LC Analysis P Mx My Pt Interaction Main (mm) LC No (kN) (kNm) (kNm) (%) Ratio Reinforcement 3 TO 350 X 4 350
C21 : Fy230
15
19
-0.59
-6.57 -1.19 1.03
0.17
4-#16 + 4-#12
Links #10 @ 75 + #10 @ 175
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