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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.35 <br />Out-of-Plane Check <br />Fp= 0.356 W <br />for 9.5 psf self weigh of Nanawall <br />Fp= 0.356 x9.5 psf = 3.4 psf < minimum 5psf required per CBC, therefore use 5 psf <br />Nanawall will be suspended from new beam, therefore assume full height as tributary <br />Fp= 5 psf x 10ft= 50plf (ultimate out-of-plane loads) <br />For kickers Spaced @ 6'-0" maximum: <br />Fpu= 50plf x 6ft = 300lbs <br />KL= 6ft x 1.4= 8.4 ft let us say 9 ft <br />using L3x3x1/4, fPn= 9.54kips [ Table 4-11 AISC] --------> OK By inspection <br />LR <br />X Engineering 24-3134 <br />04-30-24 <br />6 E Hutton Center Dr <br />Unit# 625 & 6509/23/2024