column rebar
DESCRIPTION
estimateTRANSCRIPT
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BAR DIAMETER & WEIGHTS
SIZE 6 8 10AREA (m2) 0.000 0.000 0.000WEIGHT (kg/m) 0.222 0.394 0.616REBAR DENSITY (kg/m3) 7850
ITEM DESCRIPTION QTY. (SETS)
C-1
28
5C-1 A 1C-2 4
C-2 A 8C-3 12
C-3 A 2C-3 B 2
REBAR SIZE (mm)
VERTICAL BARS
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12 14 16 18 20 25 28 320.000 0.000 0.000 0.000 0.000 0.000 0.001 0.0010.887 1.208 1.578 1.997 2.465 3.851 4.831 6.310
TOTAL NO. OF BARS CUT LENGTH (m) UNIT WEIGHT NET WEIGHT (kg)
A B A B A B A
6 1 30 5 7.5 6
4.831204
1087.0216 1 6 1 7.5 6 217.40426 1 24 4 7.5 6 869.61676 1 48 8 7.5 6 1739.2336 1 72 12 7.5 6 2608.856 1 12 2 7.5 6 434.80846 1 12 2 7.5 6 434.8084
NO. OF BARS PER ITEM
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40 500.001 0.0029.860 15.406
NET WEIGHT (kg) GROSS WEIGHT (kg) WASTE (kg)
B A B A B A B A
144.9361 7.5 6 1087.021 144.9361 0 0 3028.98722 7.5 6 217.4042 28.98722 0 0 6115.9489 7.5 6 869.6167 115.9489 0 0 24231.8978 7.5 6 1739.233 231.8978 0 0 48347.8467 7.5 6 2608.85 347.8467 0 0 7257.97445 7.5 6 434.8084 57.97445 0 0 1257.97445 7.5 6 434.8084 57.97445 0 0 12
COMMERCIAL LENGTH (m)
NO. OF COMMERCIAL
LENGTH REBARS (pcs.)
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ORDER MATERIAL
B A
5 30 PCS 7.5 m1 6 PCS 7.5 m4 24 PCS 7.5 m8 48 PCS 7.5 m
12 72 PCS 7.5 m2 12 PCS 7.5 m2 12 PCS 7.5 m
B
5 PCS. 28mm x 6 m1 PCS. 28mm x 6 m4 PCS. 28mm x 6 m8 PCS. 28mm x 6 m
12 PCS. 28mm x 6 m2 PCS. 28mm x 6 m2 PCS. 28mm x 6 m
NO. OF COMMERCIAL
LENGTH REBARS (pcs.)
28mm x 28mm x 28mm x 28mm x 28mm x 28mm x 28mm x
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ITEM DESCRIPTION QTY. (SETS)
C-1
12
5C-1 A 1C-2 4
C-2 A 8C-3 12
C-3 A 2C-3 B 2
SUMMARY6 96
7.5 2089 104
10.5 110
REBAR SIZE (mm)
VERTICAL BARS
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NO. OF BARS PER ITEM TOTAL NO. OF BARS
A B C D A B C D
26 26 26 26 130 130 130 13026 26 26 26 26 26 26 2625 25 25 100 100 10025 25 25 200 200 20024 24 24 288 288 28824 24 24 48 48 4824 24 24 48 48 48
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CUT LENGTH (m) UNIT WEIGHT NET WEIGHT (kg)
A B C D A B C
2.48 2.04 1.24 1.24
0.89
286.0862 235.3289 143.04312.48 2.04 1.24 1.24 57.21723 47.06579 28.608622.28 1.8 1.28 202.319 159.7255 113.58262.28 1.8 1.28 404.638 319.451 227.16522.08 1.6 1.32 531.5665 408.8973 337.34032.08 1.6 1.32 88.59442 68.14956 56.223382.08 1.6 1.32 88.59442 68.14956 56.22338
NET (KG) 4099.622
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NET WEIGHT (kg) COMMERCIAL LENGTH (m) GROSS WEIGHT (kg)
D A B C D A B C
143.0431 7.5 10.5 7.5 7.5 292.83 242.25 146.4228.60862 7.5 10.5 7.5 7.5 59.90 55.90 33.28
7.5 9 9 226.28 159.73 119.797.5 9 9 445.90 319.45 231.60
10.5 13 6 540.40 415.29 383.3410.5 13 6 93.17 69.21 63.8910.5 13 6 93.17 69.21 63.89
GROSS (KG) 4304.6
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GROSS WEIGHT (kg) WASTE (kg)
D A B C D A B C
146.42 6.74 6.92 3.37 3.37 44 26 2233.28 2.68 8.84 4.67 4.67 9 6 5
23.96 0.00 6.21 34 20 1541.26 0.00 4.44 67 40 298.84 6.39 46.00 58 36 724.58 1.06 7.67 10 6 124.58 1.06 7.67 10 6 12
WASTE 204.98
NO. OF COMMERCIAL LENGTH REBARS (pcs.)
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ORDER MATERIAL
D A
22 44 PCS 12 mm x 7.5 m5 9 PCS 12 mm x 7.5 m
34 PCS 12 mm x 7.5 m67 PCS 12 mm x 7.5 m58 PCS 12 mm x 10.5 m10 PCS 12 mm x 10.5 m10 PCS 12 mm x 10.5 m
ORDER MATERIAL
B
26 PCS 12 mm x 10.5 m6 PCS 12 mm x 10.5 m
20 PCS 12 mm x 9 m40 PCS 12 mm x 9 m36 PCS 12 mm x 13 m6 PCS 12 mm x 13 m6 PCS 12 mm x 13 m
ORDER MATERIAL
C
22 PCS 12 mm x 7.5 m5 PCS 12 mm x 7.5 m
15 PCS 12 mm x 9 m29 PCS 12 mm x 9 m72 PCS 12 mm x 6 m12 PCS 12 mm x 6 m12 PCS 12 mm x 6 m
ORDER MATERIAL
NO. OF COMMERCIAL LENGTH REBARS (pcs.)
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D22 PCS 12 mm x 7.5 m5 PCS 12 mm x 7.5 m
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LEGEND:CM = COMMERCIAL LENGTH L = LENGTHP/C = PIECES/COMMERCIAL LENGTHP = PIECESW = WASTE
WILL GOVERN 6A B C D A
CM P/C CM P/C CM P/C CM P/C P7.5 3 10.5 5 7.5 6 7.5 6 27.5 3 10.5 5 7.5 6 7.5 6 27.5 3 9 5 9 7 27.5 3 9 5 9 7 2
10.5 5 13 8 6 4 210.5 5 13 8 6 4 210.5 5 13 8 6 4 2
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6A B C DL W P L W P L W P L
4.96 1.04 2 4.08 1.92 4 4.96 1.04 4 4.964.96 1.04 2 4.08 1.92 4 4.96 1.04 4 4.964.56 1.44 3 5.4 0.6 4 5.12 0.884.56 1.44 3 5.4 0.6 4 5.12 0.884.16 1.84 3 4.8 1.2 4 5.28 0.724.16 1.84 3 4.8 1.2 4 5.28 0.724.16 1.84 3 4.8 1.2 4 5.28 0.72
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6 7.5D A B C
W P L W P L W P L W1.04 3 7.44 0.06 3 6.12 1.38 6 7.44 0.061.04 3 7.44 0.06 3 6.12 1.38 6 7.44 0.06
3 6.84 0.66 4 7.2 0.3 5 6.4 1.13 6.84 0.66 4 7.2 0.3 5 6.4 1.13 6.24 1.26 4 6.4 1.1 5 6.6 0.93 6.24 1.26 4 6.4 1.1 5 6.6 0.93 6.24 1.26 4 6.4 1.1 5 6.6 0.9
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7.5 9D A B C
P L W P L W P L W P6 7.44 0.06 3 7.44 1.56 4 8.16 0.84 76 7.44 0.06 3 7.44 1.56 4 8.16 0.84 7
3 6.84 2.16 5 9 0 73 6.84 2.16 5 9 0 74 8.32 0.68 5 8 1 64 8.32 0.68 5 8 1 64 8.32 0.68 5 8 1 6
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9 10.5C D A BL W P L W P L W P L
8.68 0.32 7 8.68 0.32 4 9.92 0.58 5 10.28.68 0.32 7 8.68 0.32 4 9.92 0.58 5 10.28.96 0.04 4 9.12 1.38 5 98.96 0.04 4 9.12 1.38 5 97.92 1.08 5 10.4 0.1 6 9.67.92 1.08 5 10.4 0.1 6 9.67.92 1.08 5 10.4 0.1 6 9.6
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10.5 13B C D A
W P L W P L W P L W0.3 8 9.92 0.58 8 9.92 0.58 5 12.4 0.60.3 8 9.92 0.58 8 9.92 0.58 5 12.4 0.61.5 8 10.24 0.26 5 11.4 1.61.5 8 10.24 0.26 5 11.4 1.60.9 7 9.24 1.26 6 12.48 0.520.9 7 9.24 1.26 6 12.48 0.520.9 7 9.24 1.26 6 12.48 0.52
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13B C D
P L W P L W P L W6 12.24 0.76 10 12.4 0.6 10 12.4 0.66 12.24 0.76 10 12.4 0.6 10 12.4 0.67 12.6 0.4 10 12.8 0.27 12.6 0.4 10 12.8 0.28 12.8 0.2 9 11.88 1.128 12.8 0.2 9 11.88 1.128 12.8 0.2 9 11.88 1.12
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MAIN BAR (6TH-8TH)LATERAL TIES (6TH-8TH)