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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.83 <br />Out-of-Plane Check <br />Fp= 0.33 W <br />For 10.5 psf self weigh of Nanawall <br />Fp= 0.33 x10.5 psf = 3.46 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 8 ft= 40 plf (ultimate out-of-plane loads) <br />For kickers Spaced @ 6'-0" maximum: <br />Fpu= 40plf x 6ft = 240 lbs (ultimate) <br />KL= 6ft x 1.4= 8.4 ft let us say 9 ft <br />Using L3x3x1/4, φPn= 9.54kips [ Table 4-11 AISC] --------> OK By inspection <br />Fp <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.83 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024