In each of the load-tracing problems below, construct a series

of FBDs and show the propagation of loads through the

various structural elements.

4.1 Determine the column loads assuming: Live Loads = 40psf and Dead Loads = 10psf, Total= 50psf

Beam B-2 spans between girder G-3 and column B-2 and

beam B-3 spans between girder G-3 and column C-2.