1 H
8
1 B
BBS: REINFORCMENT OF FOOTINGS & COLUMNS
Nos OF Weight Per Meter
S. No. Descriptions
N Dia mm Length(m) Quanity Kg
bars KG/PER
F F
1 10ø spacing 150 10 16 2.73 0.617 26.963
F
10ø spacing 150 10 14 2.43 0.617 21
Total Weight Per
47.963
Footing
Total footing nos 42
Total Weight
2014.444
Footings
Columns Nos OF
S. No. Descriptions Dia mm Length(m) Weight Per Meter Quanity Kg
Nos bars
1 COLUMNS 16 8 11.802 1.580 596.802 32
2 COLUMNS 16 29 9.522 1.580 1745.465 116
3 COLUMNS 16 2 9.352 1.580 118.228 8
4 COLUMNS 16 2 9.432 1.580 119.239 8
5 COLUMNS 16 1 10.432 1.580 65.941 4
42 2526.436
Columns Nos OF
S. No. Descriptions Dia mm Length(m) Weight Per Meter Quanity Kg
Nos bars
1 COLUMNS 12 8 11.802 0.889 335.701 32
2 COLUMNS 12 29 9.522 0.889 981.824 116
3 COLUMNS 12 2 9.352 0.889 66.503 8
4 COLUMNS 12 2 9.432 0.889 67.072 8
5 COLUMNS 12 1 10.432 0.889 37.092 4
42 1421.120
S. No. Descriptions Dia mm Columns Nos NO OF stirrups Weight Per Meter Quanity Kg Remark Remark
stirrups X = 2430-30-30 stirrups X = 2430-30-30 Y=2130-30-
1 sttriups 8 8 415.2 0.79 465.77136
Y=2130-30-30 +3d+2d 30 +9d+3d
2 sttriups 8 29 324 0.79 363.4632 L = X 4780 Y 4180 L = X 4780 Y 4180
3 sttriups 8 2 317.2 0.79 355.83496 L = Total Length 8960mm L = Total Length 8960mm
4 sttriups 8 2 320.4 0.79 359.42472
Weight Per Meter = Dia
5 sttriups 8 1 360.4 0.79 404.29672 Weight Per Meter = Dia 2/162
2/162
42 1737.2 1948.79096 (8x8)2/162 =0.79Kg/m (8x8)2/162 =0.79Kg/m
1948.79096
total stirups weight 3897.58192
1.42
10 DIA
WIEGHT 0.617
12 DIA
0.889
WIEGHT
16 DIA
1.580
WIEGHT
10 DIA
WIEGHT 0.617
12 DIA
0.889
WIEGHT
16 DIA
1.580
WIEGHT