Question: Loading Problem ( 2 0 points ) Consider the partial floor framing plan shown below. The unfactored design dead load for the floor is 9

Loading Problem
(20 points)
Consider the partial floor framing plan shown below. The unfactored design dead load for the floor is
90 PSF (pounds per square foot) and the unfactored design live load for the floor is 75 PSF. Determine
the maximum moment due to factored loads for the beam indicated (neglect live load reduction).
Assume all beams are simply supported for the spans indicated.
Loading Problem ( 2 0 points ) Consider the

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