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Project: <br />Location: <br />Client: <br />Job No: <br />Date: <br />Engineer: <br />P1.76 <br />Out-of-Plane Check <br />Fp= 0.489 W <br />For 10.5 psf self weigh of Nanawall <br />Fp= 0.489 x10.5 psf = 5.13 psf > minimum 5psf required per CBC, therefore use 5.13 psf <br />Nanawall will be suspended from new beam, therefore assume full height as tributary <br />Fp= 5.13 psf x 8 ft= 41 plf (ultimate out-of-plane loads) <br />For kickers Spaced @ 6'-0" maximum: <br />Fpu= 41plf x 6ft = 246 lbs (ultimate) <br />Kicker design: <br />L=26ft (see below) <br />Axial force = 246lbs x 1.4(450) = 0.35kips <br />Lateral force = self weight of kicker = 19.6plf in our case (L6x6x1/2) <br />(See Enercalc next page for full report) <br />Fp <br />Fp <br />Ceiling Height = 8' <br />Story height = 25.29' <br />25.29'-8' <br />= 17.29' <br />1 <br />1 <br />L=s <br />q <br />r <br />t <br /> <br />( <br />1 <br />7 <br />. <br />2 <br />9 <br />2 + <br />1 <br />7 <br />. <br />2 <br />9 <br />2) = <br />2 <br />6 <br />f <br />t <br />L=s <br />q <br />r <br />t <br /> <br />( <br />1 <br />7 <br />. <br />2 <br />9 <br />2 + <br />1 <br />7 <br />. <br />2 <br />9 <br />2) = <br />2 <br />6 <br />f <br />t <br />1 <br />1 <br />23-12434Saint Andrew <br />2-16-2024 <br />LR <br />P1.76 <br />1700 E St Andrew Pl - 101118387, <br />20182190, 30146952 & 40138878 <br />6/5/2024