Given the DL Take Off and Floor Framing Layout

Part A

Determine the Loading on Beam #$1$ and Girder #$2$ for

DL Individual Members $+$ LL

DL Total $+$ LL

Draw the Shear and Moment Diagrams

Part B

Rework the Framing Layout so the Point Load on the Cantilever is significantly decreased.

For the Reworked Framing Layout Determine the Loading on Beam #$1$ and Girder #$2$ for

DL Individual Members $+$ LL

DL Total $+$ LL

Draw the Shear and Moment Diagrams

Part C

Make a conclusion

Note: The Loading means the Loading Diagram. And the Loading Diagram always means determine the reactions

Table $1$: DL Take Off for Individual Members

$\backslash$table$[[$Description of Loads,$\backslash$table$[[$Unit$],[$Weight$]]],[$Flooring$,12\mathrm{.}0psf$