StructuralEIT, my beam has a Fy= 36000 ksi, and is an ASTM A36 steel, beleive that I should consider my allowable shear stress like 040 Fy. What do you seen? The values that you gave me look like a little high, no offense.
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...
