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Shear Force

Shear Force

Shear Force

(OP)
Hey Fellows, i have a question,
incase i do not have any in-plane shear in the slab due to wind or any source then what is the minimum shear i need to consider inorder to calculate in place shear ties??

Thanks a million in advance.

RE: Shear Force

If there's truly no in plane shear demand (wind, seismic, stability), I don't believe that you need to satisfy a minimum requirement.

I like to debate structural engineering theory -- a lot. If I challenge you on something, know that I'm doing so because I respect your opinion enough to either change it or adopt it.

RE: Shear Force

There is a minimum lateral force, from asce 7-10. If this is what you are looking for, check out (asce 7-10 Ch. 1.4.3)

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