Bar Bending Schedule
description
Transcript of Bar Bending Schedule
Sheet 1 of 23
BAR BENDING SCHEDULE
Mark Shape Remarks
101 25 4x2x6 48 3.000 144.000 -- -- 3.860 555.84
102 25 4x2x6 48 6.320 303.360 -- 1.500 3.860 1170.97
103 25 4x6 24 12.000 288.000 -- -- 3.860 1111.68
104 10 4x2x6 48 4.570 219.360 -- 0.600 0.620 136.00
105 10 2x6 12 12.000 144.000 -- -- 0.620 89.28
106 12 8x2x6 96 2.445 234.720 -- -- 0.888 208.43
107 10 8x6 48 12.000 576.000 200 c/c -- 0.620 357.12
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit(Kg/m)
Total Weight(Kg)
3000
5470850
12000
4570
12000
14201025
12000
Sheet 2 of 23
BAR BENDING SCHEDULE
Mark Shape RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit(Kg/m)
Total Weight(Kg)
107a 10 8x2x6 96 2.410 231.360 200 c/c 0.600 0.620 143.44
108 20 4x2x6 48 6.020 288.960 -- 1.200 2.470 713.73
109 20 4x6 24 12.000 288.000 -- -- 2.470 711.36
110 12 8x2x6 96 4.240 407.040 150 c/c -- 0.888 361.45
111 12 3x2x6 36 139.360 150 c/c -- 0.888 123.75
112 12 61x6 366 3.500 1,281.000 200 c/c -- 0.888 1137.53
(4.056+3.686)/
2
2410
5170
850
470
160050
193-378 avg
160050
100
160050
12000
Sheet 3 of 23
BAR BENDING SCHEDULE
Mark Shape RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(m)
Unit(Kg/m)
Total Weight(Kg)
112a 12 12x2x6 144 3.500 504.000 150 c/c -- 0.888 447.55
113 10 95x6 570 1.040 592.800 200 c/c -- 0.620 367.54
114 10 98x6 588 1.230 723.240 200 c/c -- 0.620 448.41
115 16 6x2x6 72 0.975 70.200 -- -- 1.580 110.92
116 16 12x2x6 144 0.350 50.400 -- -- 1.580 79.63
L/H 25 2x6 12 3.570 42.840 -- -- 3.860 165.36
Total: 8439.99
100
160050
265
120
470
265
170
210
975
350
135
1515
150
Sheet 4 of 23
BAR BENDING SCHEDULE
Mark Remarks
101 20 38x2 76 8.645 657.020 120 c/c -- 2.470 1622.84
102 20 60x2 120 6.000 720.000 120 c/c -- 2.470 1778.40
103 12 3x2 6 4.460 26.760 -- -- 0.888 23.76
104 12 3x2 6 8.605 51.630 -- -- 0.888 45.85
105 12 29x1 29 1.960 56.840 200 c/c 750 0.888 50.47
105a 12 38x1 38 1.960 74.480 150 c/c 750 0.888 66.14
106 20 2x4 8 2.410 19.280 -- 1200 2.470 47.62
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
7145
750
4500
750
4460
2110
300
1960
300
1960
300
7105
750
Sheet 5 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
107 12 17x1 17 7.365 125.210 150 c/c -- 0.888 111.19
108 12 38x1 38 3.206 121.830 150 c/c -- 0.888 108.19
109 12 29x1 29 4.330 125.570 200 c/c -- 0.888 111.51
110 20 2x4 8 3.182 25.460 -- -- 2.470 62.89
111 25 8+8 16 7.365 117.840 -- -- 3.860 454.86
112 12 13x1 13 7.365 95.750 200 c/c -- 0.888 85.03
113 16 3x1 3 4.090 12.270 -- -- 1.580 19.39
6165
600
3023
183
3060
1270
3023
159
6165
600
6165
600
2570
760
Sheet 6 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
114 12 21x1 21 2.065 43.370 125 c/c -- 0.888 38.51
115 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
115a 20 5x1 5 8.515 42.580 -- -- 2.470 105.17
116 12 29x1 29 3.599 104.370 200 c/c -- 0.888
117 10 29x1 29 2.484 72.040 200 c/c -- 0.620
118 20 2x4 8 2.484 19.870 -- -- 2.470
119 10 8x2 16 7.365 117.840 200 c/c -- 0.620
545
760
6115
1200
6115
1200
200
2129
1270
2092
200
6165
600
2092
200
Sheet 7 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
120 12 14x1 14 2.210 30.940 200 c/c 1000 0.888
121 16 18x1 18 2.210 39.780 150 c/c 1000 1.580
122 16 20x1 20 4.170 83.400 150 c/c -- 1.580
123 12 16x1 16 3.920 62.720 200 c/c -- 0.888
124 12 8x1 8 4.894 39.150 200 c/c -- 0.888
125 16 11x1 11 4.562 50.180 150 c/c -- 1.580
126 16 7x1 7 3.110 21.770 150 c/c -- 1.580
1910
300
1910
300
29701000
200
2970750
200
4594
300
4562
2810
300
Sheet 8 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
127 12 5x1 5 3.110 15.550 200 c/c -- 0.888
128 16 8x1 8 3.970 31.760 150 c/c -- 1.580
129 12 6x1 6 3.720 22.320 200 c/c -- 0.888
130 25 3x2 6 4.920 29.520 -- -- 3.860 113.95
131 12 4x2 8 2.744 21.950 150 c/c -- 0.888 19.49
132 12 21x2 42 1.580 66.360 200 c/c -- 0.888 58.93
133 12 21x2 42 1.966 82.570 200 c/c 576 0.888 73.32
2810
300
1620/39201000
200
1000
520
3400
750
120
710
405
300240
1000
2970750
200
1620/3920750200
Sheet 9 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
134 20 3x2 6 5.664 33.980 -- -- 2.470 83.93
135 12 5+5(2) 20 3.920 78.400 -- -- 0.888 69.62 7390.00
136 16 2x2 4 3.695 14.780 150 c/c -- 1.580 23.35 3695.00
137 12 2x2 4 3.695 14.780 200 c/c -- 0.888 13.12
138 12 40x1 40 3.920 156.800 150 c/c -- 0.888 139.24
139 12 40x1 40 4.030 161.200 150 c/c -- 0.888 143.15
140 12 55x1 55 5.405 297.280 -- -- 0.888 263.98
17441744
3920
3920
3920 / 3470
3920 / 3470
3920
2920 180
300370260
5405
Sheet 10 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
141 12 40x1 40 2.155 86.200 150 c/c -- 0.888 76.55
Total: 5974.81
300
1300335
220
Sheet 11 of 23
BAR BENDING SCHEDULE
Mark Remarks
101 20 38x2 76 8.645 657.020 120 c/c -- 2.470 1622.84
102 20 60x2 120 6.000 720.000 120 c/c -- 2.470 1778.40
103 12 3x2 6 4.460 26.760 -- -- 0.888 23.76
104 12 3x2 6 8.605 51.630 -- -- 0.888 45.85
105 12 29x1 29 4.715 136.740 200 c/c -- 0.888 121.43
106 20 2x4 8 2.410 19.280 -- -- 2.470 47.62
107 12 11x1 11 7.365 81.020 150 c/c -- 0.888 71.95
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
7145
750
4500
750
4460
7105
750
300
3145
1270
300 2110
6165
600
Sheet 12 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
108 12 38x1 38 3.604 136.950 150 c/c -- 0.888 121.61
109 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
110 20 2x4 8 2.431 19.450 -- -- 2.470 48.04
111 25 8+8 16 7.365 117.840 -- -- 3.860 454.86
112 12 9x1 9 7.665 68.990 200 c/c -- 0.888 61.26
113 16 3x1 3 3.770 11.310 -- -- 1.580 17.87
114 12 21x1 21 1.845 38.750 125 c/c -- 0.888 34.41
300
3108
190
6115
1200
2235
196
6165
600
6165
750
600
2570
600645
Sheet 13 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
115 25 5x1 5 8.515 42.580 -- -- 3.860 164.36
116 12 29x1 29 3.595 104.260 200 c/c -- 0.888 92.58
117 10 29x1 29 2.484 72.040 200 c/c -- 0.620 44.66
118 20 2x4 8 2.484 19.870 -- -- 2.470 49.08
119 10 8x2 16 7.365 117.840 200 c/c -- 0.620 73.06
1200
6115
196
2129
1270
196
2092
6165
600
2092
196
Sheet 14 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
120 12 8x1 8 2.210 17.680 200 c/c -- 0.888 15.70
121 16 11x1 11 2.210 24.310 150 c/c -- 1.580 38.41
122 16 15x1 15 4.266 63.990 150 c/c -- 1.580 101.10
123 12 11x1 11 4.016 44.180 200 c/c -- 0.888 39.23
124 12 8x1 8 4.069 32.550 200 c/c -- 0.888 28.90
125 16 11x1 11 3.737 41.110 150 c/c -- 1.580 64.95
1910
300
1910
300
3070
1000
196
750
3070
3769
300
3737
Sheet 15 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
126 16 7x2 14 3.604 50.460 150 c/c -- 1.580 79.73
127 12 5x2 10 4.045 40.450 200 c/c -- 0.888 35.92
128 16 8x2 16 4.285 68.560 150 c/c -- 1.580 108.32
129 12 7x2 14 4.035 56.490 200 c/c -- 0.888 50.16
130 25 3x2 6 4.764 28.580 -- -- 3.860 110.32
131 12 13x2 26 2.807 72.980 150 c/c -- 0.888 64.81
132 12 21x2 42 1.580 66.360 200 c/c -- 0.888 58.93
3108
300
196
3145
600
300
3920 / 2257
1000
196
3920 / 2257
750 196
520
3244
1000
1767/520220 300
120710
750
Sheet 16 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
133 12 21x2 42 1.966 82.570 200 c/c 576 0.888 73.32
134 20 3x2 6 5.664 33.980 -- -- 2.470 83.93
135 12 5+5(2) 20 3.920 78.400 -- -- 0.888 69.62
136 16 2x2 4 3.695 14.780 150 c/c -- 1.580 23.35
137 12 2x2 4 3.695 14.780 200 c/c -- 0.888 13.12
138 12 40x1 40 3.920 156.800 150 c/c -- 0.888 139.24
139 12 40x1 40 4.030 161.200 150 c/c -- 0.888 143.15
425
300
1001
240
17443920
3920
3920/3470
3920/3470
3920
2920 180
300370260
Sheet 17 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
140 12 55x1 55 5.405 297.280 -- -- 0.888 263.98
141 12 40x1 40 2.155 86.200 150 c/c -- 0.888 76.55
142 25 10x8 80 8.000 640.000 -- 1500 3.860 2470.40
143 25 14x8 112 9.900 1,108.800 -- 1500 3.860 4279.97
144 10 110x8 880 1.917 1,686.960 150 c/c 19170 0.620 1045.92
Total: 14517.03
8000
9400
500
1917610
5405
300
1300335
220
Sheet 18 of 23
BAR BENDING SCHEDULE
Mark Remarks
101 20 9x2x2 36 5.620 202.320 -- -- 2.470 499.73
102 12 31x2 62 4.780 296.360 150 c/c -- 0.888 263.17
103 12 31x2 62 3.290 203.980 150 c/c -- 0.888 181.13
104 16 4x2x2 16 4.090 65.440 -- -- 1.580 103.40
105 12 19x2x2 76 1.815 137.940 150 c/c -- 0.888 122.49
106 12 2x2x2 8 6.120 48.960 -- -- 0.888 43.48
107 12 2x2x2 8 1.670 13.360 -- -- 0.888 11.86
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
4620
500
1670
670
925
670
2570
760
760x2 295
4620
750
1670
Sheet 19 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
108 25 10x4 40 10.500 420.000 -- 1500 3.860 1621.20
109 25 14x4 56 12.350 691.600 -- 1500 3.860 2669.58
110 10 144x4 576 1.917 1,104.190 150 c/c 19170 0.620 684.60
Total: 6200.64
10500
1917610
50011850
Sheet 20 of 23
BAR BENDING SCHEDULE
Mark Remarks
101 12 11x4 44 9.120 401.280 125 c/c 800 0.888 356.34
102 12 11x4 44 12.400 545.600 125 c/c -- 0.888 484.49
101a 10 10x4 40 9.070 362.800 125 c/c 750 0.620 224.94
102a 10 10x4 40 12.400 496.000 125 c/c -- 0.620 307.52
103 12 11x2 22 9.520 209.440 125 c/c 0.888 185.98
104 12 11x2 22 12.400 272.800 125 c/c -- 0.888 242.25
103a 10 10x2 20 9.470 189.400 125 c/c 0.620 117.43
Dia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
800+400
750+400
8320
8320
12400
8320
12400
12400
8320
Sheet 21 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
104a 10 10x2 20 12.400 248.000 125 c/c -- 0.620 153.76
105 12 42x2 84 6.000 504.000 150 c/c -- 0.888 447.55
106 12 42x3 126 9.870 1,243.620 150 c/c 0.888 1104.33
107 20 42x2 84 12.000 1,008.000 150 c/c -- 2.470 2489.76
108 16 396 396 6.295 2,492.820 150 c/c -- 1.580 3938.66
109 16 479 479 6.295 3,015.310 125 c/c -- 1.580 4764.19
110 12 50x2 100 1.590 159.000 125 c/c -- 0.888 141.19
800+750
12400
6000
8320
550
500
300
5995
5995
12000
5995
150
7145
750
300
550
240500
Sheet 22 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
111 16 2x2 4 5.995 23.980 -- -- 1.580 37.89
112 12 2x2 4 5.995 23.980 -- -- 0.888 21.29
113 25 4x2 8 3.100 24.800 -- -- 3.860 95.73
114 12 6x2(2) 24 3.700 88.800 250 c/c -- 0.888 78.85
115 12 20x2 40 3.830 153.200 200 c/c -- 0.888 136.04
116 20 4x2 8 6.295 50.360 -- -- 2.470 124.39
117 25 4x2 8 3.100 24.800 -- -- 3.860 95.73
5995
5995
5995
2600
250
3700
1615
250
5995
150
2600
250
Sheet 23 of 23
BAR BENDING SCHEDULE
Mark RemarksDia(mm)
No. of Bars
Total Bars
Cut Length(m)
Total Length(m)
Spacing(mm)
Lap(mm)
Unit(Kg/m)
Total Weight(Kg)
Shape(mm)
118 12 6x2(2) 24 3.700 88.800 250 c/c -- 0.888 78.85
119 12 20x2 40 3.830 153.200 200 c/c -- 0.888 136.04
120 25 3x2 6 6.295 37.770 -- -- 3.860 145.79
25 2x2x2 8 3.750 30.000 -- -- 3.860 115.80
Total: 16024.79
3700
1615
250
5995
150
3750