Question: Loading on the floor plan shown is DL = 1 2 5 psf and LL = 1 0 0 psf . Accounting for live load

Loading on the floor plan shown is DL=125 psf and LL=100 psf.
Accounting for live load reduction as needed, the maximum bending
moment on beam B1 is most likely equal to:
Loading on the floor plan shown is DL = 1 2 5 psf

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