Homework Problem $2$:

Using the charts in your notes, for the framing plan shown below, design the most economical sizes for beams B$1,$ girder G$1$ and calculate the column load.

Given:

$DL=75psf$

$LL=50psf$

$Fy=50$ksi

Answers:

$\backslash$table$[[$Beam B$1$ size $=,],[$Girder G$1$ size $=,],[$Column load $=,]]$