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what is a minimum strength recommented for aerocon blocks?
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Maximum cement content in 1cum for RCC and PSC? (please give IS,IRC referance?
Describe Briefly The Various Methods Of Concrete Curing?
what s the standrd size of pvc fittings ,like elbow, bend,tee etc ? please explain with figure ?
Required concret Surface Temperature prior to coating of epoxy pain with references ASTM or ACI whatever
how to estimate material requirement for an area of house in square feet?
Explain major difference between auto level and dumpy level?
Pile height is 4.3m. 2nos. under reammer. bulb nose is 75mm and height is 400mm. pile dia is 375mm and overall dia 940mm.pls. help to calculate concrete in pile and bulbs separately. What is formula for bulb volume calculation ?
relation bet Coefficient consolidation Cv, time factor Tv, drainage path d, & time t is Cv=d2Tv/t Cv=d2t/Tv Cv=tTv/d2 Cv=Tv/td2
why do we not deduct volume of steel to find actual volume of concrete in practical???
what are the layers of the national and heir aprox thickness??
which software is better for design and analysis of buildings (stadd pro ) or (Etabs)
A 16 pile group, consisting of diameter concrete piles, were cast in situ in a clayey soil whose unconfined compressive strength is 1100 psf. Each pile is 60 ft long and the pile spacing is 2.5 times the pile diameter.The water table is at the ground surface and saturated unit weight of the clay is 118 lb/cu.ft. using a factor of safety 3 and a reduction factor =0.45, compute the allowable capacity of the piles acting as individuals
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.
about higyway engineering
how to find quantity of concrete in PCC M15
