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Project: Bethany At Silver Crest <br />I By: LW ISheet <br />No. <br />Location: Everett, WA <br />Date: <br />11/11/20 <br />1q)ff <br />U1-F-1 <br />Client: Thermal Rite <br />Revised: <br />Job No. <br />Subject: Walk -In Cooler / Freezer Analysis <br />Date: <br />2000618 <br />FORCE DISTRIBUTION - UNIT #1 "Cooler/Freezer" <br />LAYOUT <br />'NS'FORCES* <br />J <br />No of Areas: <br />1 <br />Ceiling DL: <br />2.2 psf <br />Wall DL: <br />2.5 psf <br />Wall Height: <br />106.00 in <br />Ceiling Panel <br />Span Direction: <br />NS <br />E <br />No. Of Resistance Lines <br />rc <br />N <br />NS: <br />2 <br />I <br />NSz <br />NS, <br />EW: <br />2 <br />k O <br />All Nx <br />u <br />+xi <br />cc <br />O <br />Overall Dimensions <br />x: <br />229.00 in <br />- <br />EW <br />+Yi Origin "0" <br />y: <br />98.00 in <br />- <br />Awall(Ns) = <br />72.1 ftZ <br />Awau(EW) = <br />168.6 ftZ <br />Aceili, = <br />155.8 ftZ <br />Seismic Load <br />Live Loads <br />Wind Load <br />W = <br />934 lb <br />L = <br />5.0 psf <br />a = <br />36.00 in (ASD) <br />WMECH = <br />150 lb <br />LEW = <br />180 lb <br />WEW = <br />365 lb W'EW = 219 lb <br />WTOTAL = <br />1084 Ib <br />LNS = <br />421 lb <br />WEW (end) = <br />212 lb W'EW (end) = 127 lb <br />W'x (total) = 346 lb <br />V = <br />296 lb <br />WNs = <br />1137 lb W'NS = 682 lb <br />V (ASD) = <br />207 lb <br />WNs (end) = <br />212 lb W'NS (end) = 127 lb <br />W'y (total) = 809 Ib <br />Lateral Distribution - 'NS' Forces <br />Resistance <br />Location (xi) <br />E' (Ib) <br />E' * p (lb) <br />L (lb) <br />W' (Ib) W'(Ib) <br />Form of Governing Load (lb) <br />Type <br />Line <br />(W @ x=0) (W @ x=x) <br />Resistance <br />NSl <br />0.00 in <br />104lb <br />135 lb <br />211 lb <br />405 lb 405 lb <br />Wall 405 lb <br />WIND <br />NS2 <br />229.00 in <br />104 lb <br />135 lb <br />211 lb <br />405 lb 405 lb <br />Wall 405 lb <br />WIND <br />207lb <br />421lb <br />809lb 809lb <br />Lateral Distribution - 'EW' Forces <br />Resistance <br />Location (y) <br />E' (Ib) <br />E'. p (lb) <br />L (lb) <br />W' (lb) W'(Ib) <br />Form of Governing Load (lb) <br />Type <br />Line <br />(W @ y=0) (W @ y=y) <br />Resistance <br />EWl <br />0.00 in <br />104lb <br />135 lb <br />90lb <br />173 lb 173 lb <br />Wall 173 lb <br />WIND <br />EW2 <br />98.00 in <br />104lb <br />135 lb <br />90 lb <br />173 lb 173 lb <br />Wall 173 lb <br />WIND <br />207lb <br />180lb <br />346lb 346lb <br />