Answer Posted / koushik

Column is a compression member ,and this compression force
is distrubuted by concrete and steel.If ther is any
eccentric forces act then reinforcement at extreme fibres
will take care of those tensile stresses.so,there wont b
any tensile stress at centre of column so no need of
reinforcement at centre

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

2981

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if a pipe those configuration (ASTM c 76 class b 450mm dia 2500mm length) fixing for water course those lining of water is 7000 running meter. my question is that if 8 joints of pipe ls leakage and we have not permission to stop the water so which treatment we apply on joint in that in condition.

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what discoveries did you have in relation to your course?

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