Multistoried R.C.C. Building Structural Design Analysis with Drawing - 2

Multistoried R.C.C. Building design analysis work in slab & beam & column layout plan with Slab design, slab load distribution plan, slab reinforcement details plan, Beam design, beam load distribution plan, beam reinforcement details plan, S.F.D. of beam diagram, B.M.D. of beam diagram, Column design, column load distribution plan, column reinforcement details plan, A.F.D. of column diagram, B.M.D. of column diagram, Live load and death load calculation, Wind load calculation diagram design, Earthquake load calculation diagram design, Foundation base column design, Stair design, Under ground water reservoir and Over head water reservoir and septic tank plan with reinforcement design plan details.

1. Department of Civil Engineering
Topics Name :
Design of Multistoried R.C.C. Building
Group Member Name Group No : 05
Debashis Deb ID NO : CEN00205039
Sanatan Chakrabarty ID NO : CEN00205048
Avijit Krishna Sushil ID NO : CEN00205053
Md. Saifuddin ID NO : CEN00205055
Sujan Dutta ID NO : CEN00205067

2. Typical Floor Plan
16' 14' 14'
1
3
'
1
4
'
1
3
'
6'-7" X 7'-2"
LIFT
3
9
'-
6
"
2'-3"
2'-3"
13'-6"
5
'-
3
"
7'-0" X 6'-7"
LOBBY
STAIR
N TYPICAL FLOOR PLAN
VERANDA
3
'-
4
"
7'-2"
3
'-
4
"
14'-2"
6
'
3'

3. Slab Layout Plan
16' 14' 14'
1
3
'
1
4
'
1
3
'
3
9
'-
6
"
2'-3"
2'-3"
13'-6"
5
'-
3
"
STAIR
N SLAB LAYOUT PLAN
( S1 )
( S4 )
( S6 )
( S2 ) ( S3 )
( S5 )
( S8 )( S7 )
( S10 )
( S11 )
( S9 )
6
'
3'

4. Design of Slab
Panel- S1 & S6 Panel- S2
Slab Thickness:
h = P / 180
= 2(15+12)×12 / 180
= 3.6 " ≈ 4"
Slab Thickness:
h = P / 180
= 2(13+12)×12 / 180
= 3.3 " ≈ 4"
Load:
D.L. = 4/12 × 150 +20+20 = 90psf
L.L. = = 40psf
Total Load (W) = 130psf
= 0.13ksf
Load:
D.L. = 4/12 × 150 +20+20 = 90psf
L.L. = = 40psf
Total Load (W) = 130psf
= 0.13ksf
Moment:
m = la / lb = 12/15 = 0.8 (C-4)
MA(+) = (0.048×0.04×12²)+(0.039×0.09×12²)
= 0.78 k‘/ft
MB(+) = (0.020×0.04×15²)+(0.016×0.09×15²)
= 0.51 k‘/ft
MA(-) = 0.071×0.13×12² = 1.33 k‘/ft
MB(-) = 0.029×0.13×15² = 0.85 k‘/ft
Moment:
m = la / lb = 12/13 = 0.92 (C-3)
MA(+) = (0.035×0.04×12²)+(0.025×0.09×12²)
= 0.53 k‘/ft
MB(+) = (0.027×0.04×13²)+(0.024×0.09×13²)
= 0.73 k‘/ft
MA(-) = 0.070×0.13×12² = 1.31 k‘/ft
MB(-) = 0.070×0.13×13² = 2.05 k‘/ft

5. Design of Slab
Panel- S1 & S6 Panel- S2
Check for Depth:
d = √(2M / fc jk b)
r = fs / fc = 20/3×.045 = 14.81
n = 10
k = n/n+r = 10/(10+14.81) = 0.403
j = 1-k/3 = 1-0.403/3 = 0.866
d = √(2M / fc jk b)
= √(2×1.33×12/ 1.35×0.403×0.866×12)
= 2.37 < h-1 = 4-1 = 3“ (ok)
Check for Depth:
d = √(2M / fc jk b)
r = fs / fc = 20/3×.045 = 14.81
n = 10
k = n/n+r = 10/(10+14.81) = 0.403
j = 1-k/3 = 1-0.403/3 = 0.866
d = √(2M / fc jk b)
= √(2×2.05×12/ 1.35×0.403×0.866×12)
= 2.95 < h-1 = 4-1 = 3“ (ok)
Reinforcement:
M = As fs jd As = M / fs jd
Positive: (Short Direction)
As = 0.78×12/20×0.866×3 = 0.19 in²
Used 10mmØ @ 6“ c/c
(Long Direction)
As = 0.50×12/20×0.866×3 = 0.13 in²
Used 10mmØ @ 10“ c/c
Provided Main Rod (6+10)/2 = 8“/2 = 4” c/c
Reinforcement:
M = As fs jd As = M / fs jd
Positive: (Short Direction)
As = 0.53×12/20×0.866×3 = 0.13 in²
Used 10mmØ @ 10“ c/c
(Long Direction)
As = 0.73×12/20×0.866×3 = 0.17 in²
Used 10mmØ @ 7“ c/c
Provided Main Rod (7+10)/2 = 8.5”/2 = 4“ c/c

6. Design of Slab
Panel- S1 & S6 Panel- S2
Negative: (Short Direction)
As = 1.33×12/20×0.866×3 = 0.31 in²
Used 10mmØ @ 4“ c/c
(Long Direction)
As = 0.85×12/20×0.866×3 = 0.20 in²
Used 10mmØ @ 6“ c/c
As(min) = 0.0027bt = 0.0027×12×4 = 0.13 in²
Used 10mmØ @ 10“ c/c
Extra Top Bar:
(Short Direction)
As(interior) = (0.31-.08) = 0.23 in²
Used 12mmØ @ 10“ c/c
As(exterior) = (0.31-.10) = 0.21 in²
Used 12mmØ @ 11“ c/c
(Long Direction)
As(interior) = (0.20-.08) = 0.12 in²
Used 12mmØ @ 20“ c/c
As(exterior) = (0.20-.10) = 0.10 in²
Used 12mmØ @ 24“ c/c
Negative: (Short Direction)
As = 1.31×12/20×0.866×3 = 0.30 in²
Used 10mmØ @ 4“ c/c
(Long Direction)
As = 2.05×12/20×0.866×3 = 0.47 in²
Used 10mmØ @ 2.5“ c/c
As(min) = 0.0027bt = 0.0027×12×4 = 0.13 in²
Used 10mmØ @ 10“ c/c
Extra Top Bar:
(Short Direction)
As(interior) = (0.30-.08) = 0.22 in²
Used 12mmØ @ 10.5“ c/c
As(exterior) = (0.30-.10) = 0.20 in²
Used 12mmØ @ 12“ c/c
(Long Direction)
As(interior) = (0.47-.08) = 0.39 in²
Used 12mmØ @ 6“ c/c
As(exterior) = (0.47-.10) = 0.37 in²
Used 12mmØ @ 6“ c/c

7. Slab Reinforcement Details Plan
N SLAB REINFORCEMENT DETAILS PLAN
16' 14' 14'
1
3
'
1
4
'
1
3
'
6
'
3'
LIFT
1-12mm Ø Ex.Top Bar Between Crank Bar( Both Way )
10mm Ø 4" c/c Main Bar( Both Way )
10mm Ø 4" c/c Crank Bar {L/4}( Both Way )
10mm Ø 4" c/c Binder
10mm Ø 4" c/c Corner Reinf. Provided {L/5} Lenth & Spacing

8. Slab Load Distribution Plan on Beam
N SLAB LOAD DISTRIBUTION PLAN
16' 14' 14'
1
3
'
1
4
'
1
3
'
( S1 )
( S4 )
( S6 )
( S2 ) ( S3 )
( S5 )
( S8 )( S7 )
( S10 )
( S11 )
( S9 )
6
'
3'
W
S
/
3
W
S
/
3
W
S
/
3
W
S
/
3
WS/3 x (3-m²/2)
WS/3 x (3-m²/2)
WS/3 x (3-m²/2)
WS/3 x (3-m²/2)
WS/3
WS/3
W
S
/
3
W
S
/
3
WS/3
WS/3
W
S
/
3
W
S
/
3
W
S
/
3
W
S
/
3
WS/3 x (3-m²/2)
WS/3 x (3-m²/2)

9. Beam Layout Plan
N BEAM LAYOUT PLAN
16' 14' 14'
1
3
'
1
4
'
1
3
'
6
'
3'
B1 B2 B3
B4 B5 B6 B7
B8 B9 B10 B11
B12 B13 B14
B20
B
1
5
B
1
6
B
1
7
B
1
8
B
1
9
B
2
0
B
2
2
B
2
1
B
2
1
B
2
3
B
2
4
B
2
8
B
2
7
B
2
6
B
2
5

10. Design of Beam
Beams are assumed to be 12"×12“ below the slab:---
Self weight of beams = (12×12/144)×150 = 150psf = 0.15ksf
Weight of Partion Wall = (5/12)×9×120 = 450psf = 0.45ksf
Beam - B1 & B12 Beam - B2, B3 & B14
WS/3×(3-m²/2) = 0.13×12/3×(3-0.8²/2)
= 0.61 k‘/ft
Equivalent UDL load = 0.61+0.15+0.45
= 1.21 k‘/ft
WS/3×(3-m²/2) = 0.13×12/3×(3-0.93²/2)
= 0.56 k‘/ft
Equivalent UDL load = 0.56+0.15+0.45
= 1.16 k‘/ft
Beam – B4 & B8 Beam – B5, B6 & B20
WS/3×(3-m²/2) + WS/3×(3-m²/2)
=0.13×12/3×(3-0.8²/2)+0.13×13/3×(3-0.87²/2)
= 1.24 k‘/ft
Equivalent UDL load = 1.24 +0.15+0.45
= 2.24 k‘/ft
[WS/3×(3-m²/2)] / 2
= [0.13×12/3×(3-0.92²/2)] / 2
= 0.28 k‘/ft
Equivalent UDL load = 0.28 +0.15+0.45
= 0.88 k‘/ft

11. S.F.D. Of Beam
S.F.D. OF BEAM
9.075 K 9.685 K 7.54 K
7.54 K9.075 K 9.685 K
B1 & B12 B2 & B13 B3 & B14
B1 & B12 B2 & B13 B3 & B14
9.075 K
9.075 K
9.685 K
9.685 K
7.54 K
7.54 K
9.075 K
9.075 K
9.685 K
9.685 K
7.54 K
7.54 K
9.075 K
9.075 K
9.685 K
9.685 K
7.54 K
7.54 K
9.075 K
9.075 K
9.685 K
9.685 K
7.54 K
7.54 K
9.075 K
9.075 K
9.685 K
9.685 K
7.54 K
7.54 K

12. B.M.D. Of Beam
B.M.D. OF BEAM
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft
B1 & B12 B2 & B13 B3 & B14
B1 & B12 B2 & B13 B3 & B14
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft
21.78 K'/ft 20.14 K'/ft 15.68 K'/ft
14.97 K'/ft 13.85 K'/ft 10.78 K'/ft

13. S.F.D. Of Beam
S.F.D. OF BEAM
16.8 K
2.94 K 11.38 K
16.8 K
16.8 K
16.8 K
B4 & B8 B5 & B9 B7 & B11B6 & B10
B4 & B8 B5 & B9 B7 & B11B6 & B10
3.43 K
3.43 K
2.94 K
11.38 K
3.43 K
3.43 K
2.94 K
2.94 K
11.38 K
11.38 K
16.8 K
16.8 K
3.43 K
3.43 K
2.94 K
2.94 K
11.38 K
11.38 K
16.8 K
16.8 K
3.43 K
3.43 K
2.94 K
2.94 K
11.38 K
11.38 K
16.8 K
16.8 K
3.43 K
3.43 K
2.94 K
2.94 K
11.38 K
11.38 K
16.8 K
16.8 K
3.43 K
3.43 K
2.94 K
2.94 K
11.38 K
11.38 K

14. B.M.D. Of Beam
B.M.D. OF BEAM
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
B4 & B8 B5 & B9 B6 & B10 B7 & B11
B4 & B8 B5 & B9 B6 & B10 B7 & B11
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft
40.33 K'/ft 23.66 K'/ft
27.73 K'/ft 16.26 K'/ft
3.28 K'/ft 2.83 K'/ft
2.26 K'/ft 1.94 K'/ft

15. S.F.D. Of Beam
S.F.D. OF BEAM
7.38 K
7.38 K
8.39 K
8.39 K
7.38 K
7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
B15 & B18 B19 & B24 B25 & B28
B15 & B18 B19 & B24 B25 & B28
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K
7.38 K 8.39 K 7.38 K

16. B.M.D. Of Beam
B.M.D. OF BEAM
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft
B15 & B18 B19 & B24 B25 & B28
B15 & B18 B19 & B24 B25 & B28
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft
14.17 K'/ft 17.44 K'/ft 14.17 K'/ft
9.74 K'/ft 11.99 K'/ft 9.74 K'/ft

17. S.F.D. Of Beam
S.F.D. OF BEAM
B16 B20 B26B21
B16 B20 B26B21
9.84 K
3.48 K 9.84 K
9.84 K
9.84 K
9.84 K
2.64 K
2.64 K
3.48 K
9.84 K
2.64 K
2.64 K
3.48 K
3.48 K
9.84 K
9.84 K
9.84 K
9.84 K
2.64 K
2.64 K
3.48 K
3.48 K
9.84 K
9.84 K
9.84 K
9.84 K
2.64 K
2.64 K
3.48 K
3.48 K
9.84 K
9.84 K
9.84 K
9.84 K
2.64 K
2.64 K
3.48 K
3.48 K
9.84 K
9.84 K
9.84 K
9.84 K
2.64 K
2.64 K
3.48 K
3.48 K
9.84 K
9.84 K

18. B.M.D. Of Beam
B.M.D. OF BEAM
B16 B20 B21 B26
B16 B20 B21 B26
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
2.53 K'/ft 3.34 K'/ft
1.74 K'/ft 2.29 K'/ft

19. S.F.D. Of Beam
S.F.D. OF BEAM
7.54 K
7.54 K
7.54 K
7.54 K
B17 B23 B27
B17 B23 B27
9.84 K
9.84 K
9.84 K
9.84 K
9.84 K
9.84 K
9.84 K
9.84 K
7.54 K
7.54 K
9.84 K
9.84 K
9.84 K
9.84 K
7.54 K
7.54 K
9.84 K
9.84 K
9.84 K
9.84 K
7.54 K
7.54 K
9.84 K
9.84 K
9.84 K
9.84 K
7.54 K
7.54 K
9.84 K
9.84 K
9.84 K
9.84 K

20. B.M.D. Of Beam
B.M.D. OF BEAM
15.68 K'/ft
10.78 K'/ft
15.68 K'/ft
10.78 K'/ft
15.68 K'/ft
10.78 K'/ft
15.68 K'/ft
10.78 K'/ft
15.68 K'/ft
10.78 K'/ft
15.68 K'/ft
10.78 K'/ft
B17 B23 B27
B17 B23 B27
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft
18.89 K'/ft 18.89 K'/ft
12.99 K'/ft 12.99 K'/ft

21. Beam Design Details
6-22mm Ø Bottom Bar
4-22mm Ø Top Bar 4-22mm Ø Top Bar
10mm Ø 5.5"c/c Stirrup
L=15'-0"
10"
15"
10"
15"
4-22mm Ø Top Bar
6-22mm Ø Bottom Bar
10mm Ø 5.5"c/c Stirrup
t=4"
Beam Design-1,2,3,15,19,25
Beam Section

22. Beam Design Details
7-22mm Ø Bottom Bar
4-22mm Ø Top Bar 4-22mm Ø Top Bar
10mm Ø 6"c/c Stirrup
L=15'-0"
10"
16"
10"
16"
4-22mm Ø Top Bar
7-22mm Ø Bottom Bar
10mm Ø 6"c/c Stirrup
t=4"
Beam Design-4,7,8,11,16,17,23,26,27
Beam Section

23. Beam Design Details
2-16mm Ø Bottom Bar
2-16mm Ø Top Bar 2-16mm Ø Top Bar
10mm Ø 5"c/c Stirrup
L=6'-0"
10"
14"
10"
14"
2-16mm Ø Top Bar
2-16mm Ø Bottom Bar
10mm Ø 5"c/c Stirrup
t=4"
Beam Design-5,6,9,10,20,21,22
Beam Section
2-16mm Ø Bottom Bar
L=6'-0"

24. Beam Design Details
7-22mm Ø Bottom Bar
4-22mm Ø Top Bar 4-22mm Ø Top Bar
10mm Ø 6"c/c Stirrup
L=14'-0"
10"
16"
10"
16"
4-22mm Ø Top Bar
7-22mm Ø Bottom Bar
10mm Ø 6"c/c Stirrup
t=4"
Beam Design-12,13,14,18,24,28
Beam Section

25. Column Layout Plan
N COLUMN LAYOUT PLAN
16' 14' 14'
1
3
'
1
4
'
1
3
'
6
'
3'
C1 C2 C3 C4
C9C8C7C6C5
C12 C13 C14 C15
C10 C11
C16
C17 C18 C19 C20

26. A.F.D. Of Column
A.F.D. OF COLUMN
9.075 K
C1 & C17
18.76 K 17.23 K 7.54 K
15.08 K
22.63 K
30.16 K
37.70 K
45.24 K
C2 & C18 C3 & C19 C4 & C20
C1 & C17 C2 & C18 C3 & C19 C4 & C20
18.15 K
27.23 K
36.30 K
45.38 K
54.45 K
37.53 K
56.28 K
75.04 K
93.80 K
112.56 K
34.46 K
51.69 K
68.93 K
86.15 K
103.38 K

27. B.M.D. Of Column
B.M.D. OF COLUMN
34.05 K'/ft 65.5 K'/ft
65.5 K'/ft
24.5 K'/ft
24.5 K'/ft
55.95 K'/ft
55.95 K'/ft34.05 K'/ft
C1 & C17 C2 & C18 C3 & C19 C4 & C20
C1 & C17 C2 & C18 C3 & C19 C4 & C20
34.05 K'/ft 65.5 K'/ft 24.5 K'/ft55.95 K'/ft
34.05 K'/ft 65.5 K'/ft 24.5 K'/ft55.95 K'/ft
34.05 K'/ft 65.5 K'/ft 24.5 K'/ft55.95 K'/ft
34.05 K'/ft 65.5 K'/ft 24.5 K'/ft55.95 K'/ft
34.05 K'/ft 65.5 K'/ft 24.5 K'/ft55.95 K'/ft
65.5 K'/ft 24.5 K'/ft55.95 K'/ft34.05 K'/ft
65.5 K'/ft 24.5 K'/ft55.95 K'/ft34.05 K'/ft
65.5 K'/ft 24.5 K'/ft55.95 K'/ft34.05 K'/ft
65.5 K'/ft 24.5 K'/ft55.95 K'/ft34.05 K'/ft
65.5 K'/ft 24.5 K'/ft55.95 K'/ft34.05 K'/ft

28. A.F.D. Of Column
A.F.D. OF COLUMN
16.8 K
C5 & C12
20.23 K 14.33 K 11.38 K
22.76 K
34.14 K
45.52 K
56.90 K
68.28 K
C6 & C13 C8 & C15 C9 & C16
6.37 K
C7 & C14
C5 & C12 C6 & C13 C8 & C15 C9 & C16C7 & C14
33.6 K
50.4 K
67.2 K
84.0 K
100.8 K
40.46 K
60.69 K
80.92 K
101.15 K
121.38 K
28.66 K
42.99 K
57.32 K
71.65 K
85.98 K
12.74 K
19.11 K
25.48 K
31.85 K
38.22 K

29. B.M.D. Of Column
B.M.D. OF COLUMN
63 K'/ft 68.1 K'/ft
68.1 K'/ft
37 K'/ft41.45 K'/ft
63 K'/ft
C5 & C12 C6 & C13 C8 & C15 C9 & C16C7 & C14
C5 & C12 C6 & C13 C8 & C15 C9 & C16C7 & C14
9.55 K'/ft
41.45 K'/ft9.55 K'/ft 37 K'/ft
63 K'/ft 68.1 K'/ft 37 K'/ft41.45 K'/ft9.55 K'/ft
63 K'/ft 68.1 K'/ft 37 K'/ft41.45 K'/ft9.55 K'/ft
63 K'/ft 68.1 K'/ft 37 K'/ft41.45 K'/ft9.55 K'/ft
63 K'/ft 68.1 K'/ft 37 K'/ft41.45 K'/ft9.55 K'/ft
63 K'/ft 68.1 K'/ft 37 K'/ft41.45 K'/ft9.55 K'/ft
68.1 K'/ft63 K'/ft 41.45 K'/ft9.55 K'/ft 37 K'/ft
68.1 K'/ft63 K'/ft 41.45 K'/ft9.55 K'/ft 37 K'/ft
68.1 K'/ft63 K'/ft 41.45 K'/ft9.55 K'/ft 37 K'/ft
68.1 K'/ft63 K'/ft 41.45 K'/ft9.55 K'/ft 37 K'/ft
68.1 K'/ft63 K'/ft 41.45 K'/ft9.55 K'/ft 37 K'/ft

30. A.F.D. Of Column
A.F.D. OF COLUMN
7.38 K
C1 & C4
7.38 K
C5 & C9 C12 & C16 C17 & C20
C1 & C4 C5 & C9 C12 & C16 C17 & C20
15.77 K 15.77 K
31.54 K
47.31 K
63.08 K
78.85 K
94.63 K
14.8 K
22.1 K
29.5 K
36.9 K
44.3 K
14.8 K
22.1 K
29.5 K
36.9 K
44.3 K
31.54 K
47.31 K
63.08 K
78.85 K
94.63 K

31. B.M.D. Of Column
B.M.D. OF COLUMN
C1 & C4 C5 & C9 C12 & C16 C17 & C20
C1 & C4 C5 & C9 C12 & C16 C17 & C20
22.15 K'/ft 49.4 K'/ft
49.4 K'/ft
22.15 K'/ft49.4 K'/ft
49.4 K'/ft22.15 K'/ft
22.15 K'/ft 49.4 K'/ft 22.15 K'/ft49.4 K'/ft
49.4 K'/ft 49.4 K'/ft22.15 K'/ft
22.15 K'/ft
22.15 K'/ft
22.15 K'/ft 49.4 K'/ft 22.15 K'/ft49.4 K'/ft
49.4 K'/ft 49.4 K'/ft22.15 K'/ft 22.15 K'/ft
22.15 K'/ft 49.4 K'/ft 22.15 K'/ft49.4 K'/ft
49.4 K'/ft 49.4 K'/ft22.15 K'/ft 22.15 K'/ft
22.15 K'/ft 49.4 K'/ft 22.15 K'/ft49.4 K'/ft
49.4 K'/ft 49.4 K'/ft22.15 K'/ft 22.15 K'/ft
22.15 K'/ft 49.4 K'/ft 22.15 K'/ft49.4 K'/ft
49.4 K'/ft 49.4 K'/ft22.15 K'/ft 22.15 K'/ft

32. A.F.D. Of Column
A.F.D. OF COLUMN
C2 C6 C13 C18C10
C2 C6 C13 C18C10
9.84 K 12.48 K 13.33 K 9.84 K6.13 K
19.7 K
29.5 K
39.4 K
49.3 K
59.04 K
24.96 K
37.44 K
49.92 K
62.40 K
74.88 K
26.66 K
39.99 K
53.32 K
66.65 K
79.98 K
12.26 K
18.39 K
24.53 K
30.65 K
36.78 K
19.7 K
29.5 K
39.4 K
49.3 K
59.04 K

33. B.M.D. Of Column
B.M.D. OF COLUMN
C2 C6 C13 C18C10
C2 C6 C13 C18C10
29.5 K'/ft 33.45 K'/ft
33.45 K'/ft
29.5 K'/ft34.75 K'/ft
29.5 K'/ft
9.3 K'/ft
34.75 K'/ft9.3 K'/ft 29.5 K'/ft
29.5 K'/ft 33.45 K'/ft 29.5 K'/ft34.75 K'/ft9.3 K'/ft
33.45 K'/ft29.5 K'/ft 34.75 K'/ft9.3 K'/ft 29.5 K'/ft
29.5 K'/ft 33.45 K'/ft 29.5 K'/ft34.75 K'/ft9.3 K'/ft
33.45 K'/ft29.5 K'/ft 34.75 K'/ft9.3 K'/ft 29.5 K'/ft
29.5 K'/ft 33.45 K'/ft 29.5 K'/ft34.75 K'/ft9.3 K'/ft
33.45 K'/ft29.5 K'/ft 34.75 K'/ft9.3 K'/ft 29.5 K'/ft
29.5 K'/ft 33.45 K'/ft 29.5 K'/ft34.75 K'/ft9.3 K'/ft
33.45 K'/ft29.5 K'/ft 34.75 K'/ft9.3 K'/ft 29.5 K'/ft
29.5 K'/ft 33.45 K'/ft 29.5 K'/ft34.75 K'/ft9.3 K'/ft
33.45 K'/ft29.5 K'/ft 34.75 K'/ft9.3 K'/ft 29.5 K'/ft

34. A.F.D. Of Column
A.F.D. OF COLUMN
C3 C8 C15 C19
C3 C8 C15 C19
9.84 K 9.84 K
19.7 K
29.5 K
39.4 K
49.3 K
59.04 K
19.7 K
29.5 K
39.4 K
49.3 K
59.04 K
17.38 K
34.76 K
52.14 K
69.53 K
86.90 K
104.28 K
17.38 K
34.76 K
52.14 K
69.53 K
86.90 K
104.28 K

35. B.M.D. Of Column
B.M.D. OF COLUMN
C3 C8 C15 C19
C3 C8 C15 C19
29.5 K'/ft 54 K'/ft
54 K'/ft
29.5 K'/ft54 K'/ft
54 K'/ft29.5 K'/ft
29.5 K'/ft 54 K'/ft 29.5 K'/ft54 K'/ft
54 K'/ft 54 K'/ft29.5 K'/ft
29.5 K'/ft
29.5 K'/ft
29.5 K'/ft 54 K'/ft 29.5 K'/ft54 K'/ft
54 K'/ft 54 K'/ft29.5 K'/ft 29.5 K'/ft
29.5 K'/ft 54 K'/ft 29.5 K'/ft54 K'/ft
54 K'/ft 54 K'/ft29.5 K'/ft 29.5 K'/ft
29.5 K'/ft 54 K'/ft 29.5 K'/ft54 K'/ft
54 K'/ft 54 K'/ft29.5 K'/ft 29.5 K'/ft
29.5 K'/ft 54 K'/ft 29.5 K'/ft54 K'/ft
54 K'/ft 54 K'/ft29.5 K'/ft 29.5 K'/ft

36. Wind Load Calculation Design
S.F.D. OF COLUMN
C4 & C17
5.025 K
0.837 K
C9 & C18 C16 & C19 C20 & C20
C4 & C17 C9 & C18 C16 & C19 C20 & C20
1.675 K 1.675 K
18.43 K
15.07 K
11.73 K
8.375 K
5.025 K
0.837 K
9.213 K
7.537 K
5.863 K
4.187 K
2.513 K
10.05 K
10.05 K
10.05 K
10.05 K
10.05 K
2.513 K
4.187 K
5.863 K
7.537 K
18.43 K
15.07 K
11.73 K
8.375 K
5.025 K
9.213 K

37. Wind Load Calculation Design
A.F.D. OF BEAM
C12 & C18 C13 & C24 C14 & C28
C12 & C18 C13 & C24 C14 & C28
4.188 K 2.513 K 0.837 K
8.374 K 5.024 K 1.674 K
8.376 K 5.026 K 1.676 K
8.374 K 5.019 K 1.664 K
8.376 K 5.036 K 1.696 K
8.374 K 5.014 K 1.654 K
5.025 K
10.05 K
10.05 K
10.05 K
10.05 K
10.05 K

38. Wind Load Calculation Design
B.M.D. OF COLUMN
4.185 K'/ft 8.375 K'/ft
8.375 K'/ft
4.185 K'/ft8.375 K'/ft
8.375 K'/ft4.185 K'/ft
12.56 K'/ft 25.13 K'/ft 12.56 K'/ft25.13 K'/ft
25.13 K'/ft 25.13 K'/ft12.56 K'/ft
4.185 K'/ft
12.56 K'/ft
20.93 K'/ft 41.87 K'/ft 20.93 K'/ft41.87 K'/ft
41.87 K'/ft 41.87 K'/ft20.93 K'/ft 20.93 K'/ft
29.31 K'/ft 58.65 K'/ft 29.31 K'/ft58.65 K'/ft
58.65 K'/ft 58.65 K'/ft29.31 K'/ft 29.31 K'/ft
37.68 K'/ft 75.35 K'/ft 37.68 K'/ft75.35 K'/ft
75.35 K'/ft 75.35 K'/ft37.68 K'/ft 37.68 K'/ft
46.06 K'/ft 92.15 K'/ft 46.06 K'/ft92.15 K'/ft
92.15 K'/ft 92.15 K'/ft46.06 K'/ft 46.06 K'/ft
C4 & C17 C9 & C18 C16 & C19 C20 & C20
C4 & C17 C9 & C18 C16 & C19 C20 & C20
5.025 K
10.05 K
10.05 K
10.05 K
10.05 K
10.05 K

39. Wind Load Calculation Design
B.M.D. OF BEAM
4.185 K'/ft
8.375 K'/ft
16.74 K'/ft
25.13 K'/ft
33.49 K'/ft
41.87 K'/ft
50.24 K'/ft
58.65 K'/ft
66.99 K'/ft
75.35 K'/ft
83.74 K'/ft
92.15 K'/ft
4.185 K'/ft 4.185 K'/ft
4.185 K'/ft 4.185 K'/ft
16.74 K'/ft 16.74 K'/ft
12.56 K'/ft 12.56 K'/ft
33.49 K'/ft 33.49 K'/ft
20.93 K'/ft 20.93 K'/ft
50.24 K'/ft 50.24 K'/ft
29.31 K'/ft 29.31 K'/ft
66.99 K'/ft 66.99 K'/ft
37.68 K'/ft 37.68 K'/ft
83.74 K'/ft 83.74 K'/ft
46.06 K'/ft 46.06 K'/ft
C12 & C18 C13 & C24 C14 & C28
C12 & C18 C13 & C24 C14 & C28
5.025 K
10.05 K
10.05 K
10.05 K
10.05 K
10.05 K
8.375 K'/ft
25.13 K'/ft
41.87 K'/ft
58.65 K'/ft
75.35 K'/ft
92.15 K'/ft

40. Earthquake Load Calculation Design
S.F.D. OF COLUMN
C4 & C17
14.46 K
2.41 K
C9 & C18 C16 & C19 C20 & C20
C4 & C17 C9 & C18 C16 & C19 C20 & C20
4.82 K 4.82 K
16.87 K
16.06 K
14.46 K
12.05 K
8.83 K
2.41 K
8.43 K
8.03 K
7.23 K
6.03 K
4.41 K
2.41 K
4.82 K
7.23 K
9.64 K
12.05 K
4.41 K
6.03 K
7.23 K
8.03 K
16.87 K
16.06 K
14.46 K
12.05 K
8.83 K
8.43 K

41. Earthquake Load Calculation Design
A.F.D. OF BEAM
C12 & C18 C13 & C24 C14 & C28
C12 & C18 C13 & C24 C14 & C28
12.05 K 7.23 K 2.41 K
10.05 K 6.04 K 2.03 K
8.02 K 4.80 K 1.58 K
6.03 K 3.62 K 1.21 K
4.02 K 2.42 K 0.82 K
2.01 K 1.20 K 0.39 K
14.46 K
2.41 K
4.82 K
7.23 K
9.64 K
12.05 K

42. Earthquake Load Calculation Design
B.M.D. OF COLUMN
12.05 K'/ft 24.10 K'/ft
24.10 K'/ft
12.05 K'/ft24.10 K'/ft
24.10 K'/ft12.05 K'/ft
22.05 K'/ft 44.15 K'/ft 22.05 K'/ft44.15 K'/ft
44.15 K'/ft 44.15 K'/ft22.05 K'/ft
12.05 K'/ft
22.05 K'/ft
30.15 K'/ft 60.25 K'/ft 30.15 K'/ft60.25 K'/ft
60.25 K'/ft 60.25 K'/ft30.15 K'/ft 30.15 K'/ft
36.15 K'/ft 72.30 K'/ft 36.15 K'/ft72.30 K'/ft
72.30 K'/ft 72.30 K'/ft36.15 K'/ft 36.15 K'/ft
40.15 K'/ft 80.30 K'/ft 40.15 K'/ft80.30 K'/ft
80.30 K'/ft 80.30 K'/ft40.15 K'/ft 40.15 K'/ft
42.15 K'/ft 84.35 K'/ft 42.15 K'/ft84.35 K'/ft
84.35 K'/ft 84.35 K'/ft42.15 K'/ft 42.15 K'/ft
C4 & C17 C9 & C18 C16 & C19 C20 & C20
C4 & C17 C9 & C18 C16 & C19 C20 & C20
14.46 K
2.41 K
4.82 K
7.23 K
9.64 K
12.05 K

43. Earthquake Load Calculation Design
B.M.D. OF BEAM
12.05 K'/ft
24.10 K'/ft
34.10 K'/ft
44.15 K'/ft
52.20 K'/ft
60.25 K'/ft
66.30 K'/ft
72.30 K'/ft
76.30 K'/ft
80.30 K'/ft
82.30 K'/ft
84.35 K'/ft
12.05 K'/ft 12.05 K'/ft
12.05 K'/ft 12.05 K'/ft
34.10 K'/ft 34.10 K'/ft
22.05 K'/ft 22.05 K'/ft
52.20 K'/ft 52.20 K'/ft
30.15 K'/ft 30.15 K'/ft
66.30 K'/ft 66.30 K'/ft
36.15 K'/ft 36.15 K'/ft
76.30 K'/ft 76.30 K'/ft
40.15 K'/ft 40.15 K'/ft
82.30 K'/ft 82.30 K'/ft
42.15 K'/ft 42.15 K'/ft
C12 & C18 C13 & C24 C14 & C28
C12 & C18 C13 & C24 C14 & C28
24.10 K'/ft
44.15 K'/ft
60.25 K'/ft
72.30 K'/ft
80.30 K'/ft
84.35 K'/ft
14.46 K
2.41 K
4.82 K
7.23 K
9.64 K
12.05 K

44. Column Design Details
16"
16"
10-25mm Ø Straight Bar
10mm Ø 7"c/c Tie Bar
Column-(1, 4, 17, 20) Size=[16"X16"]
24"
22"
20-25mm Ø Straight Bar
10mm Ø 7"c/c Tie Bar
Column-(2, 3, 18, 19) Size=[22"X24"]
Column Design

45. Column Design Details
24"
24"
22-25mm Ø Straight Bar
10mm Ø 7"c/c Tie Bar
Column-(6, 8, 13, 15) Size=[24"X24"]
Column Design
24"
20"
18-25mm Ø Straight Bar
10mm Ø 7"c/c Tie Bar
Column-(5, 9, 12, 16) Size=[20"X24"]

46. Column Design Details
Lintel & Sunshed Design
16"
12"
8-25mm Ø Straight Bar
10mm Ø 6"c/c Tie Bar
Column-(7, 10, 11, 14) Size=[12"X16"]
2-12mm Ø Hanger Bar
8mm Ø 2"c/c Stirrup
6-12mm Ø Straight & Crank Bar
8mm Ø 9"c/c Bars
8mm Ø 6"c/c Bars
5"
6"
1'-6"

47. Footing Design Details
G.L.
P.L.
10mm Ø 7"c/c Tie Bar
10-25mm Ø Straight Bar
16mm Ø 6"c/c (Both Side)
G. Beam
C.C. Casting
16"
6'-0" X 6'-0"
1'-6"
4'-6"
3"
12"
3"
6'-0"
6'-0"
10-25mm Ø Straight Bar
16mm Ø 6"c/c (Both Side)
6'-0"
16"
Footing Design-1, 4, 17, 20

48. Footing Design Details
8'-0"
20-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
8'-0"
22"
Footing Design-2, 3, 18, 19
G.L.
P.L.
10mm Ø 7"c/c Tie Bar
20-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
G. Beam
C.C. Casting
22"
8'-0" X 8'-0"
1'-6"
4'-0"
3"
18"
3"
6'-0"

49. Footing Design Details
G.L.
P.L.
10mm Ø 7"c/c Tie Bar
18-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
G. Beam
C.C. Casting
20"
8'-0" X 7'-0"
1'-6"
4'-2"
3"
16"
3"
6'-0"
7'-0"
18-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
8'-0"
20"
Footing Design-5, 9, 12, 16

50. Footing Design Details
G.L.
P.L.
10mm Ø 7"c/c Tie Bar
22-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
G. Beam
C.C. Casting
24"
9'-0" X 8'-0"
1'-6"
4'-0"
3"
18"
3"
6'-0"
8'-0"
22-25mm Ø Straight Bar
16mm Ø 4"c/c (Both Side)
9'-0"
24"
Footing Design-6, 8, 13, 15

51. Footing Design Details
G.L.
P.L.
10mm Ø 6"c/c Tie Bar
8-25mm Ø Straight Bar
16mm Ø 6"c/c (Both Side)
G. Beam
C.C. Casting
12"
5'-0" X 5'-0"
1'-6"
4'-6"
3"
12"
3"
6'-0"
5'-0"
8-25mm Ø Straight Bar
16mm Ø 6"c/c (Both Side)
5'-0"
12"
Footing Design-7, 10, 11, 14

52. Stair Design Details
12mm Ø 3"c/c Angle Bar
10mm Ø 6"c/c Binder
5" Thickness Weist Slab
F.L.
1st Landing Section
12mm Ø 3"c/c Angle Bar
10mm Ø 6"c/c Binder
5" Thickness Weist Slab
2nd Landing Section
12" 3'-0" 4'-0"7'-6"
Stair Design

53. Water Reservoir Tank Design Details
12m m Ø 7"c/c Straight Bar
20m m Ø 3"c/c Crank Bar
20m m & 14m m Ø Bars
Alternately At 6"c/c
12m m Ø 7"c/c Straight Bar
20m m Ø 3"c/c Crank Bar
Top Section
24"
24"
12m m Ø 7"c/c Straight Bar
20m m & 14m m Ø Bars
Alternately At 4"c/c
10m m Ø Bars 7"c/c
12m m Ø 7"c/c Straight Bar
Side Section
W ater Reservoir Design
8" 8"
14'-9"
14'-9"
14'-9"
9'-10"

54. Over Head Tank Design Details
10mm Ø 5"c/c
10mm Ø 5"c/c
12mm Ø 3"c/c
12mm Ø 3"c/c
20mm Ø 7"c/c
20mm Ø 8"c/c
20mm Ø 4"c/c
6mm Ø 5"c/c
12mm Ø 5"c/c
10mm Ø 5"c/c
10mm Ø 5"c/c
12mm Ø 3"c/c
12mm Ø 3"c/c
20mm Ø 8"c/c
10mm Ø 8"c/c
20mm Ø 4"c/c
6mm Ø 5"c/c
12mm Ø 5"c/c
8" 8"
8"
8"
10"10"
5'-11"
3'-0"
10'-2"10'-2" 7'-6"
29'-10"
20mm Ø 4"c/c
8mm Ø 6"c/c
12mm Ø 3"c/c
20mm Ø 4"c/c
8mm Ø 6"c/c
12mm Ø 3"c/c
8" 8"
8"
8"
14'-8"
29'-10"
12mm Ø 3"c/c
10mm Ø 5"c/c
12mm Ø 3"c/c
10mm Ø 5"c/c
12mm Ø 3"c/c
10mm Ø 5"c/c
12mm Ø 3"c/c
10mm Ø 5"c/c
36"
Long Section
Top Section
12mm Ø 3"c/c
20mm Ø 4"c/c
8" 8"
8"
8"
10"10"
5'-11"
3'-0"
Short Section
Over Head Tank Design
13'-0"
13'-4"
20mm Ø 7"c/c
20mm Ø 8"c/c
20mm Ø 8"c/c
10mm Ø 8"c/c20mm Ø 4"c/c
6mm Ø 5"c/c
12mm Ø 5"c/c
8mm Ø 6"c/c
12mm Ø 3"c/c
20mm Ø 4"c/c
8mm Ø 6"c/c

55. Septic Tank Design Details
G.L
2'
3'
3'-5"
4"
6"
3"
8'-9"
9"
7'-5"
Water Level
C.I.M.H. Cover
5"
10"
15"
5"
10"
15"
3' X 3' Holes
G.L
5"
10"
15"
5"
10"
15"
10'-5"
Cross Section
4" Ventilation Pipe
4" S.W Pipe
4"C.C
(1:2:4)
3' X 3' Ventilation Hole 18" M.H Cover
4"R.C.C Slab
4" S.W Pipe
6"C.C (1:2:4) Over & 3" B.F. Soling
3' X 3' Ventilation Hole
6'-7" 11'-0" 5'-6"
26'-11"
Long Section
D=8'-5"
Septic Tank Design

56. Soak Pit Tank Design Details
G.L
W ater Level
4" R.C.C. Slab
18" C.I. Manhole Cover
Ordinary Brick W ork (1:6)
Mid Brick W ork
C.B. W ork (1:6)
3" Projection
R.C.C. W ash Curb
15'-0"
6'-0"
9'-0"
Mid Section
18"
Ordinary Brick W ork (1:6)
4" R.C.C. Slab (1:2:4)
M.H.
7'-11" Dia
Top Section
7'-11" Dia
Soak Pit Design