NOTE THAT THE ANSWER FOR $1$A IS VU$=83$K AND MU $624$ K$-$FT WHILE $1$B IS PA $=34$K

a building has a column layout as shown below with $30ft$ bays in each direction.

The steel deck spans NS $($e$.$g$.$ line $2-2$ to $3-3$ to $4-4).$ The columns and beams support a uniform

dead load equal to $90psf$ and a basic uniform live load equal to $80psf.$

a$)$ Determine the required moment $(k-ft$ and the required shear strength $(k)$ for the beam

on column line $3,$ between column lines A and B$,$ for both ASD and LRFD$.$

b$)$ Determine the required axial strength $($k$)$ for the column at the corner on lines $4$ and $A,$

assuming that the column is supporting one floor, for both ASD and LRFD$.$