Why should pumping be not used in case of concreting works?
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in pile foundation pile socketing length depend on which factores?
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1)What is Suggested type of cement for concreting at water, for mass concreting and where the chaces of gettin attucked by salt? 2)How many types of camber? 3)why we always preffer short column in case of residential building? 4) Is there any advantages between the use of One way slab & two way slab? 5)What shoul be the % of steel for R. C. C. perpose based on volume & area ?
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if 20mm & 10mm coarse aggregate we have consider same prapotion than how to analysis m25 concrete
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