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Why are L-beams (cast monoloithic with slab)that usually occur at the slab edge, provided with overhangs?
1 4355A 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
2251how calculate cutting length of stell in slab and column? give brif discussion with formula?
3 10924can i place column steel lapping in floor beam? my lapping is 24 inches in floor beam and 24 inches on floor beam
1 4922Post New Civil Engineering Questions
How to calculate Volume of Wet cement concrete for a specific grade?
if dia of slab beam bar is38mm what its clear cover any method of provide clear cover
I need Bhel engineertrainy test papers in civil engineering please send to email id - hisandy66@gmail.com
how many shuttering material required for 1000 sq.m built up area.
Suggest how many column, beem, etc required for 30 mtrs x 21 mtrs width x 8mtrs height for industrial shed of ground floor. I want to know the quantity of tmt steel consumption and Concrete consumption for budgeting
how can calculate the compressive strength of concrete cylinder by water cement ratio ?
Dear Engineers, Can you please advise me the material requirement to construct a room 4 M x 4 M 1. No. of Standard Brick 2. Requirement of Cement Bags 3. And Concrete for Steel, Cement, sand, etc Thanks
why should we use 20mm graded metal only in vrcc?why we shouldnot use 40mm metal?
Hi how r u ? hope you are fine there . Please can u tell me tha Design life of Buildings as Per ACI CODE 318-99. It will be a pleasure for me .Thanks in advance
if in column reinforcement lower dia connect to higher dia then from wher we want to start higher dia steel
How to arrive the co- efficient of all civil activities? For ex:- painting-enamel in wooden doors. co efficient is 1.8. How this is calculated
do you think we shall remove un wanted soil for foundation excavation even if the thickness of the soil strata is more than 8m ?
what is work of planning deptt. in any construction compny (in road project)
For what building Built-on balconies are preferable? What are the advantages?
Why M15 is replaced by M20 when ammendment are made in IS456 in 2000?
