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Query regarding strain limits of an overhanging beam

 
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Prabhjot_13
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Joined: 02 Jul 2016
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PostPosted: Thu Apr 11, 2019 5:46 am    Post subject: Query regarding strain limits of an overhanging beam Reply with quote

Dear Sefians

Greetings

I was designing an overhanging beam following ACI codes

So the issue is while calculating the stress block depth(a) to compute strain limits, whether we have to consider the top reinforcement of the cantilever part that is extended upto 1.5 Ld as backspan in simply supported beam or we can neglect it

As it is resulting in increasing of compression reinforcement more than tensile reo in the simply supported part that may cause the section to behave as uncontrolled

Kindly suggest



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Prabhjot_13
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PostPosted: Sat Apr 13, 2019 11:20 am    Post subject: Reply with quote

Any suggestions please?
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