how to calcualate the amount of stone,cement,sand required for 1cum
of 450mm thick ruble stond masonary with ratio1:5, please me an
answer with dtailed step
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1) what do you mean by rolling margin of steel ? 2)pls. tell the cut length formula of stirrups as per IS codes(take out cut length for a beam of 600*300mm with 40mm cover all sides)? 3)what is the multiplying factor of painting for sand faced plaster? 4)if your footing is of size1.9*1.6m . what quantity of length and width you will excavate means what extra margins you will allow as per IS codes in billing?
Soil bearing capacity formula
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