For our example steel building, calculate the roof live load and draw the idealization of the following members:

a) One of the W14x22 Beams between Lines A and B loaded with both dead load and roof live load (recall that the dead load is 24 psf)

b) The W18x50 Girder on Line 2 between Lines B and C loaded with both dead load and roof live load (recall that the dead load is 28 pst)

c) The W10x33 Column at C-1 loaded with both dead load and roof live load. Find the compressive load that the column must support, PD+Lr (recall that the dead load is 29 psf)