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Sudhakar's Query

 
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mc.upadhyay1
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Joined: 26 Jan 2003
Posts: 134

PostPosted: Mon Jul 26, 2004 9:58 am    Post subject: Sudhakar's Query Reply with quote

Hello Mr. Sudhakar
You check the beam for one way shear
as usual.
Check the slab for two way i.e. punching shear;
which is three side around the column.
For checking the slab in punching shear
1) critical section will be at d/2 from the face of column
2) subtract the load which is coming through the beam; from
total column load & use this for slab.


Regards
Mukesh Upadhyay

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