What should be the Slump(Min.)in cement in concrete in all grades of concrete?2 4602
What should be the Min.Penetration in a hard rock for all pile diameteres?1 932
225 mm thick RCC slab, how many ton load slab can carry? for example if 33 ton truck loaded with soil, truck having 6 wheels. slab can take load or not? grade of concrete is M35 and slab design Fe500, slab desing one way slab.1982
1.why can't we used sea sand in construction? 2.can we change sea sand into normal sand? if yes how?2 5947
How can find weight fosmula in kg/m for circular cylinde steel bar?6 4561
How will drive weight formula for circular cylinder steel bar in kg/ m please step by step drive?896
How will find compresive strenth of M20,M25,M30 after 7day,8day 28day etc please drive step by step not shot?2 5791
whats are the max value of providing of super-elevation in road way in various condition?
what is the proper procedure in conducting a california bearing ratio penetration test on soil on cbr machine?847
How to do lineout of building2 4079
Why you are leaving present job?
how many re use can use shutting material. timber ? ply? steel? plastic? fibre? aluminium? Doka?
How to arrive dry volume of concrete (1.52 to 1.57) ?
1m square 20mm plastering how much of water need curing work
what is constat for brickwork
how to convert sand in Cft to Kgs
what are RIB slabs explain about it
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
Questions related to civil.engg in company
how to calculate labour strength for work for RCC,brickwork,blockwork,in &out plaster,flooring,dado,door frame & shutter,painting etc for constructing highrise building?
How to find coloumn vertical cut length floor to floor & lap + bend or anything plz clearfiy
what is the procedure involved in preparing mix design of m15 grade as per IS-10262-1982
what energized you to complete your course?
pile load testing procedure
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.