Which standard describes the tolerance limit for undulation
of RCC wall/ after POP surface?
how much the ratio of the m15, m25 .......etc
I used Etabs software to analyse a high-rise building. And I want to use templated UBC-codes inside to calculate the Seismic load. My question is: whether or not I have to control the seismic load by base shear load which is manual calculation? (just for more clarification: I can control this by input the scale factor into Eartquake definition in Etabs) I would highly appreciate your answer.
please send me bhel questions on rupesh.017@rediffmail.com
the magnitude of the buoyant force can be determine by newtons law of viscosity archimidies principal principles of momemnt none
for pretensioning which will yield first and same for post tensioning?
How can I make justification between using concrete grade c35 compare c37?
Which standard describes the tolerance limit for undulation of RCC wall/ after POP surface?
What is the stripping time of shuttering for PPC concrete
what is weight ratio for concerete grades M5 to M40
WHICH BOOKS ARE AVAILABLE FOR CIVIL MPSC
what is the name of software for designing of R.C.C.structures
What is the procedure of Waterproofing in toilet sunken area ?
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