the beam below iSA built-up. I-Shaped Section. It is subjected. anywhere to load P, which is a moving Load that could oc
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the beam below iSA built-up. I-Shaped Section. It is subjected. anywhere to load P, which is a moving Load that could oc
the beam below iSA built-up. I-Shaped Section. It is subjected. anywhere to load P, which is a moving Load that could occur value of Service Live that the on the span. Determine the maximum. load P beam can carry according to AISC 360 Provisions. Ignore bean self weight consider moment only- P 12" x PTATE fim 11x & plate 3x3 plate Lb=0 25' controid = 8:08" from bottom. Ix: 972 in 4 A 29.25in² Fy = 55 ki
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