Lab $15-2$

The design wind pressure for the building shown is $20l\frac{b}{f}{t}^2.$

Determine the story forces, P$1,$ P$2$ and P$3.$

Determine the brace forces, $T1,T2$ and $T3.$

The tension$-$only $x-$braced frames are constructed only at both end walls of the building.

Solution$)$

$\backslash$table$[[,$Tributary Area,Wind Load$],[P3,,],[P2,,],[P1,,]]$