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Posted: Tue Dec 10, 2013 2:39 am Post subject: Kindly Clear me these two concepts with reasons.
Dear All SEFIANS, Kindly help me for the below two points :-
1. In staad, when we design a building, a depth of footing (which is in general 1.5 mtr) should add in column length or not. For example if my floor to floor height for all floors is 3.2 mtrs, so should i add 1.5 mtr(which is depth of foundation below NGL) at Ground floor level columns or not? If yes then why and if not then why? Kindly help me.
2. Another thing is if i designing a RCC frame building which having a walls (whether partition of load bearing) from bottom to top and i am taking a stone wall foundation in the structure for all walls, then should i take wall load above all beams of all floors or not ? If yes then why and if not then why? Kindly clear me this concept also.
Waiting for your all responses.
Thank You in Advance.
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