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10 <br />M9 [SCREEN WALL POST DESIGN]: <br />Given: <br />H1 =5.5 ft p =44.7 psf <br />H2 =2.5 ft TW =8.0 ft <br />w WL = p * TW =44.7 /1000 *8.0 =0.36 klf <br />USE <br />HSS3x3x5/16 <br />[See Enercalc] <br />M10 [SCREEN WALL BRACE]: <br />Given: <br />H =8.0 ft TW2 =6.0 ft <br />TW =8.0 ft p =44.7 psf <br />P WL = p * TW * TW2 =44.7 /1000 *8.0 *6.0 =2.1 kip <br />USE <br />HSS3x3x5/16 <br />[See Enercalc] <br />M11 [WOOD BEAM AT SCREEN WALL]: <br />Given: <br />L =16.0 ft DLr =15.0 psf <br />TW =2.0 ft Lr =20.0 psf <br />P' WL =2.1 kip <br />w DL = DLr * TW =15.0 /1000 *2.0 =0.030 klf <br />w Lr = Lr * TW =20.0 /1000 *2.0 =0.040 klf <br />P WL = P' WL =2.1 kip X = 8 ft <br />USE <br />GRADE:DFL #2 <br />SIZE:4x12 <br />[See Enercalc] <br />HOLD- 420 W 17th <br />St3/7/2025