Interested to Buy Any Domain ? << Click Here >> for more details...
what is the use if we fixed butterfly ties in column and masonry work joint?....where we have to fix(distance)..
2546For Beam steel reinforcement detailing, in the End of the beam do the making of L shape in the rebar is essential in all the cases, specially in the ends of the Beam?
2 8723What is the functional difference between DOME and R.C.C., where purpose of both covering roof?
2 5653if there is no alternative of silty sand avail near ,then how it is used in cement mortar or concreting?
2 4874Post New Civil Engineering Questions
Describe a time when you anticipated potential problems and developed Preventive measures
I am doing a engineering contract with GOI. I have purchased certain material from outside Maharashtra and paid CST on that material @ 5.25%. Please intimate whether I will be liable for VAT or VAT on works contract or not.
what is the coefficient for running feet to cft coversion both area and price
1.what is the mix proportion for cement soil compressed earth blocks? 2.how to calculate the mix proportion for cement stablised earth soil blocks?
How to convert 20 dia bar to 16 dia bar in beam without reducing the steel weight
Can anyone suggest how to determine scheduling of reinforcement of floor beams from Staad model,other than clicking each beam respectively 7 noting down the values ?
how to calculate the density for high density concrete ? or is it same as the density of RC?
what is cross hair cursor?
if we use 1.25 bag of cement 3 pharma metal and 2 pharma crush sand what is the strenghtexpected for RCC column
what are the strength theories for yeilding and fracture materials. state the theory more suited for 1. mild steel or 2. concrete
What are the phases inspections are done by local authority while construction?
What are your future hopes for this job?
why is M25 and Fe 500 assumed to be most economical? i feel it is not.This is because higher grade of concrete and steel has higher lapping length and anchorage length compared to lower grades..
if i have to draw bending moment diagram of 4 way continous span then how to create it and how to find reaction?
What is difference between limit state and working stress method? How it is applies in building structure.
