Question #$1.$

MUST Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum

deflection for a simple$-$span steel beam $($see below$),$ given that: $L=6ft,w=2$kip$\frac{s}{f}t,$

rectangular section of $4in.x4in.,$ and $E=29,000$ ksi.

Question #$2.$

MUST Use ANSYS Workbench to develop moment and shear diagrams and determine the maximum

deflection for a simple$-$span steel beam $($see below$),$ given that: $L=6ft,w=2$kip$\frac{s}{f}t,$

rectangular section of $4$ in$.x4$ in$.,$ and $E=29,000$ksi.

Screenshot ANSYS Workbench work.