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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
State the short-term deflections If short-term deflections are considered, the instantaneous deflection due to design loads may be calculated using elastic analysis based on t
Absolute is equivalent to gauge pressure plus atmospheric.
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