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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.
I have a slab of 20cm thickness of 20m by 4m in wich we are installing 15 tons electric panels , and we have put 4 H-shaped columns under the slab but we have done many cores in the slab which seems very normal , can you help me by telling me how to calculate the bearing capacity of the slab or give me an idea if i should increase more columns Note: load distribution area 12*1.5 m2
Why reinforcement done in shorter span in two way slabs
Design a rectangular channel.
What are the applications of cad?
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 u want ur Ans.Of any Question so mail me skatiyar011@yahoo.in
If specific gravity of cement is less than 3.15 what is the cause?
How many lbs are there in a yard?
is basic cost of the material includes tax?
what is the mix design for M:60 with micro silica andmetakaoline?
Forces in a Shear Wall are in plane or out of plane ?
can u plz send me ntpc placement papers(civil engineering) at mohit_verma21@yahoo.com
we want build 10ft height ,tostore 4 litresof water.what is theground basement for steel andcement andsand.please send us basment calculation?
what pressure the NP2 class RCC pipe can sustain?
