SR. NO. | MATERIAL | THEORETICAL WEIGHT IN kg / m3 | APPROXIMATE WEIGHT AT SITE IN | REMARKS | |
Kg | PER | ||||
01 | Cement | 1440 Kg/m3 | 50 Kg | bag | - |
02 | Steel | 7550 Kg/m3 | D2/162 Kg | meter | D= dia. in mm |
03 | Sand a) dry | 1600 Kg/m3 | 50 to 55 Kg | farma | Farma = 1.25 cft |
b) river | 1840 Kg/m3 | 57 to 63 Kg | farma | Farma = 1.25 cft | |
04 | Stone (basalt) | 2850 to 2960 Kg/m3 | 48 to 52 Kg | farma | Metal 12 mm to 20 mm |
05 | Water | 1000 Kg/m3 | 1 Kg | liter | Density of water is 1000 kg/m3 |
06 | P.C.C. | 2240 Kg/m3 | 8.24 to 8.5 Kg | Cube mould | Cube mould size 15cm X 15cm X 15cm |
07 | R.C.C. (2% steel) | 2420 Kg/m3 | - | - | - |
08 | Bricks | 1600 to 1920 Kg/m3 | 1.9 to 2 Kg | No. | Size 9”X4”X2 ¾ “ |
4.8 to 4.9 Kg | No. | Size 9”X6”X3 ¾” | |||
09 | Brick masonry | 1920 Kg/m3 | - | - | - |