Problem $1$ Gravity Loading Analysis $(50$ pts$.)$

You are required to analyze the following floor members: joist $J,$ girder G$6,$ and column $2$B$.$ To obtain the two$-$story column analysis at $2$B you will need to evaluate the roof to get the required data. For clarity, show all required FBDs for analysis. This includes plan views of the elements and$/$or areas under investigation including the analytical models for analysis $($joist$,$ girder, or column$).$ The story height is $15ft.$ Assume a column weight of $40$ plf$.$ Use ASD and LRFD load combinations involving D$,$ L$,$ S$,$ and $Lr.$ As a reminder cladding weight must be added to the perimeter beams and perimeter columns.

Floor

$6^{\text{'}\text{'}}$ conc slab $NWCDL=t_s{}_{\text{C}\text{o}\text{N}\text{C}}^{{150}^{pcf}}=\frac{6}{12}{150}^{\text{p}\text{o}\text{f}}={15}^{psf}$

Partition $DL={15}^{pst}$

MEP $={10}^{psf}$

Floor live $={100}^{psf}$

Perimeter $$ cladding $={10}^{pst}$

$Bm\text{'}s$

Floor