Loads to Column Members: Determine the dead and live point loads on the interior column shown below, for a new elementary school. Account for prescribed live load reductions, per ASCE$7-16.$

Given:

The column supports a tributary area of $900$ ft $2$ at each floor.

Loads for levels $1,2,$ and $3$:

Dead Load $=120$ psf

Live Load $=$ per ASCE$7-16,$ Chapter $4.$ The use of the area is classrooms.

Loads for the flat roof:

Dead Load $=100psf$

Live Load $=$ per ASCE$7-16,$ Chapter $4.$

SOlvtion:

$\backslash$table$[[$Level$,$Unit DL$,$Unit LL$,$Floor $A_4,A_1,$Max LL $L_R,$R$1,$R$2,K_u,$Calc $L{l}_R,$Calc L$1,$Final $U_R,,P_u$