how much distance to provide lap lengths in footings,plinth beams, columns, beams& slabs
NCC,
9 20629how to calculate cement coefficient for 20mm thick vitrified tiles flooring with cm 1:4 with explaination
4 33275How many bricks will be fit in one cubic meter, if the brick measurement is 0.20cm X0.08, If you also write down the formula for this question too.
3 5951how many pcs of steel bundule in all dia 8,10,12,16,25,32,40 please how many pcs in bundle of packing??
7 10201What are the govt approvals required for starting of power project. means from initial site grading and excavation work.exm. blasting in hard rock, deep excavation, cut off trees from site.
1555Post New Civil Engineering Questions
what is BPM in concrete demolition hammers. what is better a higher value or lower
The properties of concrete HA-30 and how does it differ with M 30 (specify the important characteristics like workability,strength,mix design,slump test value)and what is the standard relating to it
i am completed my b.tech EEE in 2009,,,iam trying the job 3+ for AUTO CAD (ELECTRICAL),, what is the market for autocad electrical in hyderabad... how to handle the intervws give some suggestions ?
How to calculate dry of volume of concrete constant?How it comes 1.54 or 1.57
in 2 way slab can additional compressive reinforcement can be provided if yes than in which conditions it is required ?
flow of fluid takes place viscosity compressibilityu surface tension deformation under shear force
what is the ingredient value of 40mm and 20mm aggregates?
what is diffrence between catchment area,watershed and basin?
what is right & short method of measurement of slab&beam
What is reinforced concrete?
Bitumen grades are 30-40,60-70, 80-100. what is mean by 30- 40
Stringer How many cm goes to landind
Which IS Code/American Code applied for coupler test of steel
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????
in staad pro. modelling for a parallel scissors chord truss, when i assigned roller support i.e fixwd but with all Fx, FZ, Mx, My and Mz release except Fy... the analysis results " in stability at a joint, with direction Mx or My..what could be the reason...anyone please explaing
