1 m^ 3 of concrete 150 x150 mm of spacing of
required of steel ?
Answer Posted / aagash
1m3 m20 concrete approximately required 100kg steel. so im not sure but I guess 100kg steel.
| Is This Answer Correct ? | 0 Yes | 2 No |
Post New Answer View All Answers
What is rate of concrete surface rendering work per sqm
How many cum of 9.5mm stone in 1 ton ?
57. Calculate the volume of a truck loaded with stone chips whose data are as follows– 5 Top Length - 13-9, 13-10, 13-09 Bottom Length - 13-11, 13-10.5, 13-10 Top width - 8-7.5, 8-8, 8-7 Bottom width - 8-7, 8-8, 8-7.5 Depth - 2-0, 1-11.5, 1-10, 1-11, 1 -10.5, 1-11.75, 1-11
how can can column be corrected when the design is not safe ? is the increasing the clearcover a solution?
how much one carpenter can doing shuttering of slab in one day
What is the method of soil replacement test?
in levelling operation the first site on any change point is back site the second site on any change point is fore site the line commenses with fore sight & closes with backsight the line comensses with back sight & closes with fore sigh
How can calculate the requirement of steel bars of rcc slab for 1100 sq ft?
insted of bentonite we can use any alternate material in piling ?
What happens when water mixed with cowdung is used for priming instead of water for lifting water in pumps?
How is the leaning tower of pisa supported?
acceptance criteria for concrete works
An interior designer designed a rack with the given dimensions. The dimensions are in feet. This coplanar frame repeats at every 5feet and constitute a space frame. The total length is 120feet. Which steel member will you suggest? A square bar, A square tube or a circular tube. Explain.
What is oneside mat. And explain
Design a shear wall of length 4.20 m and thickness of 250mm subjected to the following forces.Assume Fck = 25Mpa and Fy = 415Mpa and the wall is a high wall with central part 3440mm x 250mm and two 380mm x 760mm strong bands at each end with following loading. S.No. Loading Axial force Moment Shear 1 DL+LL 1950 600 20 2 Seismic load 250 4800 700