What distance in meters on the ground is the equivalent of one second of arc in longitude or latitude?
1107Which condition will prevail for the design of a swimming pool ? When the pool is empty or when it is filled ?
2484Post New Civil Engineering Questions
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how much repeitation for conventional and maivan formwork?
why the openings of sieves are square io size?
What is bmc stands for in bmc software?
How many kilo-newtons equals 1000 kilogram?
what is meaning of inverted beam.is it way to provide double mat in slab one at bottom and another at topif we go for provision of inverted beam. shall we construct structure with out plinth beam for us we have to construct small bus shelter
What is rate for brick masonry work of 1.0 m3 in cm 1:6?
What is the coeffiencent Friction Angle between Steel and Ashphalt?
a solid steel rod length 2m dia and 20mm vertically hangs from celling and has a collar firmly atteched to it. above the collar an annular rubber washer of 40mm th. having stifness k = 5n/mm is placed. determine maximum stress in the rod caused by mass of 5 kg falling through a height of 1.2m.
How we can calculate the cement, sand,bricks , water , quintity in 1:6 Ratio 1 cubic metre b/w and 1:4 Ratio in 1 Squre metre b/w????
Before casting a basement roof slab which is connected with retaining wall surcharge load (i.e. sand or earth filling) outside the retaining wall is prohibited because of––
How much cement is require in one sqft area in a G+3 residential construction.
60-70 grade of Bitumen is VG-30 ?
i have boiler of 35 tone and wanted dig out foundation is there any body to help me to carry out calculation for the foundation like
Design a cantilever slab to carry a live load of 2000 N/m2. The overhang of the slab is 1.20m. b) A slab over a room is 4.75m x 4.75m. The edges of the slab are simply supported and the corners are not held down. The live load an the slab is 300 Kg/m2. The slab has a bearing of 15cm. On the supporting walls. Design the slab as per Rankine - Grashoff theory. Assume weight of R.C.C. = 2400 Kg/m2.