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clase 7.3.11 and clause 8.6.1_ flat slab

 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. Thank Post    www.sefindia.org Forum Index -> E-conference on IS 16700 13th March to 18th March 2018
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hemalmistry
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Joined: 01 Jul 2009
Posts: 70
PostPosted: Wed Mar 14, 2018 6:26 pm    Post subject: clase 7.3.11 and clause 8.6.1_ flat slab Reply with quote
Clause 7.3.11 does not allow contribution of flat slab (slab-column frame) and clause 8.6.1 column strip of flat slab in resisting lateral load. I think rather than using two different terms (though having same meaning) a single term shall be used.

Anyway, my query is that, if i am neglecting stiffness of flat slab (Ieff=0) to exclude it from lateral load resisting system, how sensitivity analysis for backstay can be carried out as per cl. 8?  if i have flat slab (with shear wall and perimeter frame) building (or buildings) with large podium. Do i need to modify only area of backstay diaphragm (flat slab) with upper and lower bound?
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