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design of footing .....as per is 456

 
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sudeep_sharma
SEFI Member
SEFI Member


Joined: 27 Nov 2010
Posts: 13
Location: Doha, QATAR

PostPosted: Sun Nov 28, 2010 5:49 am    Post subject: design of footing .....as per is 456 Reply with quote

design of footing (isolated square footinG) using ......DATA(IN KN and m)             ULTIMATE LOAD   570 ,M(X)     180 ,M(Y)     220,       SBC     200 ,Ф     30  Using m25 , fe 415      assumed unit weight of soil 20,       width of column   0.6 ,depthof column   0.3,       asumed factor of safety 1.5  


do we have to take shear due to biaxial moments and torsion also into consideration apart from from one way and two way shear ?

also how to check for overturning and sliding ? the forces involved ? would it be affected by biaxial moments how ?

_________________
With warm regards,

SUDEEP SHARMA
Civil Engineer
(Engineering solutions)
Consolidated Gulf Co. W.L.L.
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