rod for beam and slab

ESTIMATION OF REINFORCEMENT

SN DESCRIPTION OF WORKS DIA NOS LENGTH

1 BEAMFIRST FLOOR BEAM

ALONG A ,B,C,D,E 20 40 56.33 2253.2 686.95EXTRA BAR 16 40 15 600 182.93

STIRRUPS 10 630 3.83 2412.9 735.64SB BET B-C AND C-D 20 12 56.33 675.96 206.09

STIRRUPS 8 252 3.83 965.16 294.26OUTSIDE ALONG A 20 6 35 210 64.02

STIRRUPS 8 83 3.83 317.89 96.92ALONG 1,2,3,4 20 32 80.25 2568 782.93

EXTRA BAR 16 40 15 600 182.93STIRRUPS 10 870 3.83 3332.1 1015.88

SB BET 2-3 AND 3-4 20 12 80.25 963 293.60STIRRUPS 8 366 3.83 1401.78 427.37

ALONG 1',2,3AND3' 20 30 3 90 27.44EXTRA BAR 16 40 15 600 182.93

STIRRUPS 10 870 3.83 3332.1 1015.88ALONG F AND G 20 12 38.5 462 140.85

EXTRA BAR 16 16 5 80 24.39STIRRUPS 10 170 3.83 651.1 198.51

2 SLAB 10 4458.51

TOTAL

TOTAL LENGTH

TOTAL LENGTH(M)

RATE

2.46 1689.901.58 289.020.62 456.102.46 506.970.39 114.762.46 157.50 TYPE QTY0.39 37.80 8 319.232.46 1926.00 10 4603.141.58 289.02 16 905.610.62 629.85 20 5416.622.46 722.25 11244.610.39 166.682.46 67.501.58 289.020.62 629.852.46 346.501.58 38.540.62 123.07

0.62 2764.28

11244.61RATE 76.5 PER KG

860212.35

UNIT WT(KG/M)

TOTAL WT(KG)