Use the beam below with a load applied downward and to the left at an angle of $35$ degrees to the horizontal. Use a $20$x$20$x$2$ mm square tube for the cross$-$section. Determine shear and bending moment at a point $50$ mm to the left of the support.

Please draw shear and bending moment diagrams as a horizontal beam with the load moved to the bend.

At this location calculate the following: Maximum shear stress and maximum bending stress. Based on those, calculate the maximum tensile AND compressive forces. Then calculate the shear and bending stress acting at a point $1$ mm below the top and edge of the beam.

Using the above info and results, assume that the y$-$direction axial stress is $25\mathrm{.}0\%$ of the x$-$direction axial stress and in the opposite direction. Draw the stress element for this location.

Complete Mohr's circle for this stress element.

Determine principal stresses, principal stress angle, and draw the resulting stress element. Determine maximum shear stress and draw the resulting stress element.