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Posted: Mon Jul 26, 2004 9:58 am Post subject: Sudhakar's Query
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.
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