how to calculate slab reinforcement c/c spacing bars and how calculate minuam slab basic slab & roof beams reinforcement design
1 16135hi, i am doing my B.tech third year and i want to have a job in Genpact...So can you help me which kind of job would be more appropriate for me in such a company and How should i prepare for an interview?
2332how much water you will add to the mix, for making 1 m3 of concrete to achieve strength of mix 20N/mm2 at 28 days.
11 42838say you are requsituoning cement to build masonry wall made of burnt clay bricks. how many 50 kgs cement bags will you requisition for 1:5 ratio mortar joint, if they masonry wall volume is 10 m3
1 6047Post New Civil Engineering Questions
What out turn civil works
What are the joints wants to made in masonry where door opening, arches like etc..
How does a traffic light signal work ?
In cement making,what is meaning of blend,fineness,density.
How should we design a brick column and footing?(note: no reiforcement to be provided) Can you tell me any reference book where i could possibly find this design? Plz help urgently
What are the advantages of cad software?
How much 1 cum of M15, M20 & M25 concrete weigh?
what is tension column?
How to determine spacing of bars in slabs or beams
In Rcc ratio calculation I wanted to know quantity of Steel also.
What is the wall thickness of NP-3&NP-4 hume pipe as per I.S code
How to calculate the crank rod in slab
types of survey and levelling instrument ?
How good are the Weinerberger Porotherm bricks that are being used in construction in Chennai, India. Its being used in non load bearing walls and has a compressive strength greater that 35 kg/cm^2 and a density of approx.694 - 783 kg/m3.
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals