Shear calculation
Shear calculation
(OP)
I am trying to do a design for a HSS 6x6x0.25" (structural tubing)that will be located between 2 storefront (10'x10' each) and attached to a 12"x17" concrete column but unfortanely I don't have still the steel manual. Can anyone please tell me the shear factor or the allowable shear for it. Thank you in advance.






RE: Shear calculation
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RE: Shear calculation
RE: Shear calculation
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RE: Shear calculation
Regards
RE: Shear calculation
It is 0.4Fy for webs of rolled I-shapes, where omega is 1.5.