this is a structural class project snd i have provdided you with everything for you to slove it:

Design all labeled BEAMS, GIRDERS, and COLUMNS in the figure

using LRFD and repeat using ASD method. Beams carry $24"$x$36"$ slab.

Beams are made of concrete, Girders are made of steel,

And columns are made of steel. Comment the results.

LOADS:

Dead Load: $6"$ deep concrete slab $+(1$xx$0\mathrm{.}2^(\text{'}\text{'}))$

Live Load: $30$ psf $+(1$xx$2$psf$)$

Wind Load: $20$psf$+(1$ x $2$psf$)$

Snow Load: $10$psf$+(1$ x $2$psf$)$

Note: Include self weight in beam design

Sketch axonometry of the final structure and label shapes of all members

All BEAMS are simple over hanged fully braced

All GIRDERS are simple supported fully braced

B$1$ and B$2$

All STEEL $992$ Grade $50$

B$1-$ concrete

B$2-$ concrete

G$1-$ steel

G$2-$ steel

C$1-$ steel

C$2-$ concrete