Determine the bending stress on the top surface of the W14x22 beam at a location 6' from the left support. Account for applied loads as well as beam weight. Note that you are not asked to develop a shear and moment diagram for the whole beam. Further note the additional workspace provided on the opposite page.
3000 lbf
Right here
1000 lbf
250 lbf/ft
end view of beam
I
7
20