The Sinictural LATERAL. Resisting System: $2$ X Braces using Double Angles $2L($Tension Only$)$

The Tocal Dead Load on ROOF is $1\mathrm{.}50$kPa. Total Unfactored $1\mathrm{.}00$kPa. Tributary Area for Column $(9)$ grid A is $17m2$ In this Excercise, you can disregard the weight of the structural members

$($Indicate units $kN$ or $N$ and mark$/$cross out Tension as $T$ or Compression as $C|$ See OBC for Combinations $)$

Figure $1-7$

$\backslash$table$[[$Rool slope,Building surfaces$],[1,1E,2,2E,3,3E,4,4E$