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Check if the given beam and loading satisfy the AISC LRFD strength criteria. The beam section is a W 16*31 of A36 steel and it is laterally supported at the ends at the load points Include the beam self weight check both unbraced spans
For A 36 steel, fy =36ksi W 16X31 A=9.13Sx=47.2, Zx=54, Ix=375, Iy=12.4, rts=1.42, h0=15.5, J=0.461, Cw=739Lp=4.13 Lr=11.8
HWY
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Good evening sir, solid block''s design mix calculated generally please explain and derive .
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The continuous one-way slab shown below is loaded with a uniform service live load of 80 psf, and a superimposed dead load of 40 psf. Assume the beam width is 16" and use f'c = 5 k
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