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1
S.NoMemberBar DetailFooting DetailConcrete cover Dia of barBar ShapeNo. of BarsTotal Length
2
Particular Placing of BarNo of Footing LBHmmmmSpacingNo. of BarsLength of barTotal Nos of Bars mØ8Ø10Ø12Ø16Ø20
3
1450
4
1F1Long Direction - Top Bar 2.00 1600160045075Ø 12150 C/C300300 11.00 2.05 22.00 45.10 45.10
5
 -
6
2F1Long Direction -Bottom Bar 2.00 1600160045075Ø 16150 C/C300300 11.00 2.05 22.00 45.10 45.10
7
1450 -
8
1450 -
9
3F1Short Direction - Top Bar 2.00 1600160045075Ø 12150 C/C300300 11.00 2.05 22.00 45.10 45.10
10
 -
11
4F1Short Direction - Bottom Bar 2.00 1600160045075Ø 16150 C/C300300 11.00 2.05 22.00 45.10 45.10
12
1450
13
14
1850
15
1F2Long Direction - Top Bar 8.00 2000200050075Ø 12150 C/C350350 14.00 2.55 112.00 285.60 285.60
16
 -
17
2F2Long Direction -Bottom Bar 8.00 2000200050075Ø 16150 C/C350350 14.00 2.55 112.00 285.60 285.60
18
1850 -
19
1850 -
20
3F2Short Direction - Top Bar 8.00 2000200050075Ø 12150 C/C350350 14.00 2.55 112.00 285.60 285.60
21
 -
22
4F2Short Direction - Bottom Bar 8.00 2000200050075Ø 16150 C/C350350 14.00 2.55 112.00 285.60 285.60
23
1850
24
25
3050
26
1F3Long Direction - Top Bar 6.00 3200200060075Ø 16150 C/C450450 22.00 3.95 132.00 521.40 521.40
27
 -
28
2F3Long Direction -Bottom Bar 6.00 3200200060075Ø 20150 C/C450450 22.00 3.95 132.00 521.40 521.40
29
3050 -
30
1850 -
31
3F3Short Direction - Top Bar 6.00 3200200060075Ø 16150 C/C450450 14.00 2.75 84.00 231.00 231.00
32
 -
33
4F3Short Direction - Bottom Bar 6.00 3200200060075Ø 20150 C/C450450 14.00 2.75 84.00 231.00 231.00
34
1850
35
36
3350
37
1F4Long Direction - Top Bar 1.00 3500200050075Ø 16150 C/C350350 24.00 4.05 24.00 97.20 97.20
38
 -
39
2F4Long Direction -Bottom Bar 1.00 3500200050075Ø 20150 C/C350350 24.00 4.05 24.00 97.20 97.20
40
3350 -
41
1850 -
42
3F4Short Direction - Top Bar 1.00 3500200050075Ø 16150 C/C350350 14.00 2.55 14.00 35.70 35.70
43
 -
44
4F4Short Direction - Bottom Bar 1.00 3500200050075Ø 20150 C/C350350 14.00 2.55 14.00 35.70 35.70
45
1850
46
47
2800
48
1F5Long Direction - Top Bar 2.00 2950210050075Ø 16150 C/C350350 20.00 3.50 40.00 140.00 140.00
49
 -
50
2F5Long Direction -Bottom Bar 2.00 2950210050075Ø 20150 C/C350350 20.00 3.50 40.00 140.00 140.00
51
2800 -
52
1950 -
53
3F5Short Direction - Top Bar 2.00 2950210050075Ø 16150 C/C350350 14.00 2.65 28.00 74.20 74.20
54
 -
55
4F5Short Direction - Bottom Bar 2.00 2950210050075Ø 20150 C/C350350 14.00 2.65 28.00 74.20 74.20
56
1950
57
58
3300
59
1F6Long Direction - Top Bar 2.00 3450200050075Ø 16150 C/C350350 23.00 4.00 46.00 184.00 184.00
60
 -
61
2F6Long Direction -Bottom Bar 2.00 3450200050075Ø 20150 C/C350350 23.00 4.00 46.00 184.00 184.00
62
3300 -
63
1850 -
64
3F6Short Direction - Top Bar 2.00 3450200050075Ø 16150 C/C350350 14.00 2.55 28.00 71.40 71.40
65
 -
66
4F6Short Direction - Bottom Bar 2.00 3450200050075Ø 20150 C/C350350 14.00 2.55 28.00 71.40 71.40
67
1850
68
69
Total Length of Reinforcement - 661.40 2,016.30 1,354.90
70
 Weight of Steel 0.3951 0.8889 1.5802 2.4691
71
Total Weight in (kg ) - 587.91 3,186.25 3,345.43
72
Total Weight in (kg ) with 5% Wastages - 617.31 3,345.56 3,512.70
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100