plan shown below. Determine the factored design load for the girder

supported by the circular columns at A$-1$ and B$-1$ if the service $($unfactored$)$ dead load on the floor is $75$

PSF and the service $($unfactored$)$ live load on the floor is $80$ PSF$.$ Neglect live load reduction and

assume all girders and beams are simply supported. Sketch the free body diagram for the girder

indicating the span, the factored design loads, and the load location. Additionally, determine the

design $($maximum$)$ moment for the girder.