Reinforcement Along Length Reinforcement Along Width Volume of Qty of

Footing Length Width Thickness No of

Top Bot Top Bot Concrete Steel Bar No As (in2)
Footings
No f f in Bar Dia Spacing Bar Length Bar Dia Spacing Bar Length Bar Dia Spacing Bar Length Bar Dia Spacing Bar Length f3 kgs - 0
F1 4.0 4.0 15 - 6'' 3.50 #4 8'' 4.50 - 4'' 3.50 #4 8'' 4.50 3 60.0 57.2 #3 0.11
F2 5.0 5.0 15 - 6'' 4.50 #4 8'' 5.50 - 4'' 4.50 #4 8'' 5.50 1 31.3 #N/A #4 0.196
F3 3.0 6.0 15 - 6'' 2.50 #4 8'' 3.50 - 4'' 5.50 #4 8'' 6.50 1 22.5 #N/A #5 0.306
F4 5.5 5.5 15 - 6'' 5.00 #4 8'' 6.00 - 4'' 5.00 #4 8'' 6.00 10 378.1 #N/A #6 0.442
F5 7.0 7.0 18 - 6'' 6.50 #4 6'' 7.50 - 4'' 6.50 #4 6'' 7.50 2 147.0 #N/A #7 0.601
F6 4.0 8.0 18 - 6'' 3.50 #4 8'' 4.50 - 4'' 7.50 #4 6'' 8.50 3 144.0 #N/A #8 0.785
20.0 782.9 701.5 #9 0.954
#10 1.227

2.4 lb/f3
Average
38.6 kg/m3
 Reinforcement Along Le
Slab Length Width Thickness
Top
No f f in Bar Dia Spacing
8 S1 26.2 3.3 6 #3 8''
8 S2 26.2 9.2 6 #3 6''
8 S3 26.2 10.2 6 #3 6''
3 S4 9.8 16.4 6 #3 6''
5 S5 16.4 16.4 6 #3 6''
5 S6 16.4 16.4 6 #3 6''
5
 Reinforcement Along Length Reinforcement Along Width
Top Bot Top Bot
Bar Length Bar Dia Spacing Bar Length Bar Dia Spacing Bar Length Bar Dia Spacing
26.49 #3 8'' 26.49 #3 6'' 3.53 #3 6''
13.25 #3 6'' 26.49 #3 6'' 5.50 #3 6''
17.67 #3 6'' 26.49 #3 6'' 6.95 #3 6''
5.89 #3 6'' 10.09 #3 6'' 11.11 #3 6''
9.71 #3 6'' 16.65 #3 6'' 9.71 #3 6''
11.11 #3 6'' 16.65 #3 6'' 9.71 #3 6''
dth Volume of Volume of RR
Bot Concrete Steel
Bar Length f3 in3 lb/f3
3.53 43.0 912.4 6.0
9.43 120.5 2070.3 4.9
10.42 133.4 2469.7 5.2
16.65 80.7 1470.4 5.2
16.65 134.5 2352.4 5.0
16.65 134.5 2414.5 5.1

5.7 lb/f3
Average
92.0 kg/m3
Bar No As (in2)
- 0
#3 0.11
#4 0.196
#5 0.306
#6 0.442
#7 0.601
#8 0.785
#9 0.954
#10 1.227
 Size Height Cover Vertical Reinf As Rebar Lap Length Vol Spacing Perimeter Vol Total Vol RR Qty of
Volume of Steel Bar No As (in2)
Column No of Floors Stirrups Dia Nos Nos
Concrete f3 kgs
in in f in No Bar Dia No Bar Dia in2 % in in3 in in in3 in3 lb/f3 Nos No of floors x RR #3 0.11
C1 1 12 12 6 1.5 4 #5 + 4 #4 2.008 1.39% 0 144.576 #3 8 54 10 59.4 204.0 9.64 3 18 79 12 12.00 115.7 #4 0.196
C2 1 9 18 6 1.5 4 #5 + 4 #4 2.008 1.24% 0 144.576 #3 8 63 10 69.3 213.9 8.98 18 121.5 495 12 12.00 107.8 #5 0.306
140 574 0.00 0.0 #6 0.442
0.00 0.0 #7 0.601
0.00 0.0 #8 0.785
0.00 0.0 #9 0.954
0.00 0.0 #10 1.227
0.00 0.0
0.00 0.0
0.00 0.0
0.00 0.0

9.3 lb/f3
Average
149.0 kg/m3
 Size Length LHS
Beam
a1 a2
in in f No Bar Dia Length No
PB1 9 18 385 2 #5 193.125 0
PB2 8 24 26.24 2 #5 13.745 2
PB3 8 24 26.24 2 #5 13.745 2
PB4 8 24 9.84 2 #4 5.42 0
PB5 8 24 9.84 2 #5 5.545 2
PB6 8 24 11.48 2 #5 6.365 2

SB1 12 27 26.24 2 #6 13.87 2

SB1A 8 28 26.24 2 #6 13.87 2
SB2 8 28 26.24 2 #4 13.62 0
SB3 12 30 26.24 2 #5 13.745 2
SB4 12 28 26.24 2 #4 13.62 2
SB4A 8 28 26.24 2 #6 13.87 2
SB5 8 28 26.24 2 #5 13.745 0

FB1 8 24 16.4 2 #5 8.825 0

FB2 12 24 26.24 2 #5 13.745 2
FB3 12 24 26.24 3 #5 13.745 3
FB4 12 24 26.24 2 #5 13.745 2
FB5 8 24 16.4 2 #5 8.825 2
FB6 8 24 16.24 2 #5 8.745 2
FB7 12 24 26.24 3 #5 13.745 3
FB8 12 24 22.96 3 #5 12.105 3
FB9 8 24 9.84 2 #4 5.42 0
FB10 12 24 22.96 2 #6 12.23 2
FB11 12 24 22.96 2 #6 12.23 2
RB1 8 24 13.12 2 #5 7.185 0
RB2 12 24 26.24 2 #6 13.87 2
 Top Reinf
HS RHS
a2 a1 a2 b1
Bar Dia Length No Bar Dia Length No Bar Dia Length No Bar Dia
#5 128.33 2 #5 193.125 0 #3 128.33 2 #5
#6 8.75 2 #5 13.745 2 #6 8.75 2 #6
#6 8.75 2 #5 13.745 2 #6 8.75 2 #5
#5 3.28 2 #4 5.42 0 #5 3.28 2 #4
#5 3.28 2 #5 5.545 2 #5 3.28 2 #6
#4 3.83 2 #5 6.365 0 #5 3.83 2 #5

#6 8.75 2 #6 13.87 2 #6 8.75 2 #6

#6 8.75 2 #6 13.87 2 #6 8.75 2 #6
#6 8.75 2 #4 13.62 0 #6 8.75 2 #6
#5 8.75 2 #5 13.745 2 #5 8.75 2 #6
#5 8.75 2 #4 13.62 2 #5 8.75 2 #5
#5 8.75 2 #6 13.87 2 #5 8.75 2 #6
#5 8.75 2 #5 13.745 0 #6 8.75 2 #6

#5 5.47 2 #5 8.825 0 #5 5.47 2 #5

#6 8.75 2 #5 13.745 2 #6 8.75 2 #6
#6 8.75 3 #5 13.745 3 #6 8.75 3 #5
#6 8.75 2 #6 13.87 2 #5 8.75 3 #6
#4 5.47 2 #5 8.825 2 #4 5.47 2 #5
#5 5.41 2 #5 8.745 2 #5 5.41 2 #5
#5 8.75 3 #5 13.745 3 #5 8.75 3 #4
#5 7.65 3 #5 12.105 3 #5 7.65 3 #6
#5 3.28 2 #4 5.42 0 #5 3.28 2 #4
#6 7.65 2 #6 12.23 2 #6 7.65 3 #6
#6 7.65 2 #6 12.23 2 #6 7.65 3 #6
#5 4.37 2 #5 7.185 0 #5 4.37 2 #5
#6 8.75 2 #6 13.87 2 #6 8.75 3 #6
 Bott Reinf
Vol
Stirrups Dia
b1 b2 b3
Length No Bar Dia Length No Bar Dia Length in3
386.25 0 #3 385 0 #3 257.4 5673.24 #3
27.74 0 #5 26.24 0 #3 18.2 681.72 #3
27.49 0 #3 26.24 0 #3 18.2 589.34 #3
10.84 0 #3 9.84 0 #3 7.3 101.98 #3
11.34 0 #3 9.84 0 #3 7.3 249.92 #3
12.73 2 #5 11.48 0 #3 8.4 289.29 #3

27.74 0 #3 26.24 0 #8 19.5 774.10 #3

27.74 2 #6 26.24 0 #8 19.5 1052.46 #3
27.74 0 #5 26.24 0 #9 19.7 422.40 #3
27.74 0 #4 26.24 0 #9 19.7 624.62 #3
27.49 0 #4 26.24 0 #8 19.5 458.49 #3
27.74 0 #4 26.24 0 #8 19.5 717.00 #3
27.74 2 #6 26.24 0 #8 19.5 774.51 #3

17.65 0 #5 16.4 0 #8 12.9 259.24 #3

27.74 0 #5 26.24 0 #8 19.5 681.72 #3
27.49 3 #5 26.24 0 #8 19.5 1173.07 #3
27.74 2 #5 26.24 0 #8 19.5 1039.20 #3
17.65 0 #5 16.4 0 #8 12.9 310.67 #3
17.49 2 #5 16.24 0 #8 12.8 455.67 #3
27.24 0 #5 26.24 0 #8 19.5 687.74 #3
24.46 0 #5 22.96 0 #8 17.3 824.52 #3
10.84 0 #5 9.84 0 #8 8.6 101.98 #3
24.46 0 #5 22.96 0 #8 17.3 811.05 #3
24.46 3 #6 22.96 0 #8 17.3 1176.39 #3
14.37 0 #5 13.12 0 #8 10.7 211.07 #3
27.74 0 #5 26.24 0 #8 19.5 921.23 #3
 Bar No As (in2)
Spacing Perimeter Vol Total Vol RR
Nos

in in in3 in3 lb/f3 #3 0.11

8 42 580 2679.6 8352.84 5.47 433.13 #4 0.196
5 52 49 280.28 962.00 7.80 1074.67 #5 0.306
5 52 49 280.28 869.62 7.05 #6 0.442
4 52 29 165.88 267.86 5.79 #7 0.601
5 52 24 137.28 387.20 8.37 #8 0.785
5 52 27 154.44 443.73 8.22 #9 0.954
7.8 #10 1.227
5 66 50 363 1137.10 5.46
5 60 50 330 1382.46 9.60
4 60 56 369.6 792.00 5.50
5 72 51 403.92 1028.54 4.45
4 68 56 418.88 877.37 4.06
5 60 50 330 1047.00 7.27
5 60 50 330 1104.51 7.67
6.9
5 52 34 194.48 453.72 5.88
5 60 49 323.4 1005.12 5.43 7.4 lb/f3
5 60 49 323.4 1496.47 8.09 119 kg/m3
5 60 49 323.4 1362.60 7.36
4 52 39 223.08 533.75 6.92
5 52 34 194.48 650.15 8.51
4 60 54 356.4 1044.14 5.64
5 60 44 290.4 1114.92 6.88
4 52 29 165.88 267.86 5.79
5 60 44 290.4 1101.45 6.80
5 60 44 290.4 1466.79 9.06
5 52 29 165.88 376.95 6.11
5 60 49 323.4 1244.63 6.73
7.55
 Weight n2 lb/f
24

Reinf. % RR (lb/f)
1.00% 4.9
1.50% 7.35
2.00% 9.8
2.50% 12.25
3.00% 14.7
3.50% 17.15
4.00% 19.6

Length 15 f
Width/Thickness 1.5 f

Height 10.5 f
Cover 1.5 in

Provided Flexural Reinf #4 @ 6''

As 11.858 in2
Volume of Steel 1494.1 in3
Lap Length 3 f
Volume of Lap Steel 426.9 in3
Total 1921.0 in3
Flexural Ratio 0.0037 or 0.37%

Provided Shear Reinf #4 @ 6''

As 4.312 in2
Binder Perimeter 384 in
Volume of Steel 1655.8 in3
Lap Length 3 f
No of Lap Places 1
Volume of Lap Steel 310.5 in3
Total 1966.3 in3

Reinforcement Wt 1102.3 lbs

Reinforcement Ratio 4.7 lb/f3
 Bar No As (in2)
#3 0.11
#4 0.196
#5 0.306
#6 0.442
#7 0.601
#8 0.785
#9 0.994
#10 1.227

AMAN TOWER
REINFORCEMENT
DESCRIPTION
CONTENT UNIT CONTENT UNIT
RAFT (1000mm &1550mm Thick) 140 Kg/m 3
8.8 lb/ft3
RAFT (600mm Thick) 130 Kg/m3 8.1 lb/ft3

SLABS 150 Kg/m3 9.4 lb/ft3

BEAM 150 Kg/m3 9.4 lb/ft3

COLUMN 170 Kg/m3 10.6 lb/ft3
SHEAR WALL 200 Kg/m3 12.5 lb/ft3
STAIR 120 Kg/m3 7.5 lb/ft3
RETAINING WALL 200 Kg/m3 12.5 lb/ft3
SHORING PILE 100 Kg/m3 6.3 lb/ft3
SHORING CAPPING BEAM 100 Kg/m3 6.3 lb/ft3
 f'c = 41.4 MPa or 6.06 Ksi
fy = 410 MPa or 60 Ksi

ldc = 0.02*db*fy ≥ 0.0003*db*fy SEC-12.3.2

f'c

ld = 3*db*fy
For bar dia ≤ 20 mm SEC-12.2.2
50 f'c

ld = 3*db*fy
For bar dia > 20 mm SEC-12.2.2
40 f'c

ldh = 0.02*db*fy ≥ Smaller of 8db or 6" SEC-12.5.2

f'c

DEVELOPMENT LENGTHS
ψt * ld ld
Bar Dia ldc ldh (mm)
'db' (mm) (mm) (mm)
(mm)
Top Bars Other Bars
10 150 575 450 150
12 200 775 600 200
16 250 950 725 250
20 300 1150 875 300
25 400 1900 1450 400
6.058537 6.058537
60 60

ψt * ld ld
Bar Dia ldc ldh
'db' (in) (in) (in)
(in) (in)
Top Bars Other Bars
3/8 6 23 18 6
1/2 8 31 24 8
5/8 10 38 29 10
3/4 12 46 35 12
1 16 76 58 16