Construct the Shear and Moment Diagram for the beam $(20$ pts $)$

Calculate the max bending stress from #$1$ and state if that occurs at the top$/$middle$/$bottom $(18$ pts$).$

Calculate the max shearing stress from #$1$ and state if that occurs at the top$/$middle$/$bottom $(14$ pts$).$

Calculate the max shear flow in each weld that is holding on the bottom flange of the beam in #$1.(13$ pts$)$

If the cross section from problem #$1$ was instead used on its weak axis, state whether these values would: increase, decrease, or remain the same $(10$ pts$)$

a$)1$

b$)$ c $($in the flexure formula$)$

c$)$ max bending stress

d$)$ max shearing stress

e$)$ max deflection