Answer / g.aravinda kumar

Reinforcement is tied for one way slab instead of two way
slab,the structure is fail due to distribution of load on
beam,beacuase distribution of load is different in one way
and two way.

Answer / praman

in case of one way slab,the 50% of total load act at one
longer side of beam & other side of beam is not considering
for any kind load.

ground floor columns and beams are reinforced by 4 Num's 16MM @ Corners AND 2 Num's 10MM @ centre.... And the nxt top floor columns and beams were lapped by 8 num's 12MM dia bars..... IS THIS CORRECT ????

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is there any information regarding MPSC2010

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