Laserfiche WebLink
Project: Bethany At Silver Crest <br />By: LW <br />Sheet No. <br />Location: Everett, WA <br />Date: 11/11/20 <br />1q)ff <br />O1-D-1 <br />Client: ThermalRite <br />Revised: <br />Jab No. <br />2000618 <br />Subject: Walk -In Cooler / Freezer Analysis <br />Date: <br />DIAPHRAGM - UNIT #1 "Cooler/Freezer" <br />ROOF DIAPHRAGM DESIGN FORCES <br />SEISMIC LOADS PER ASCE 7-16 SECTION 12.10.1.1 <br />Fpx= C,W, <br />0.27Wpx (Eq.12.10-1) <--GOVERNS <br />Fpx (min) = 0.2SdsleWpx <br />0.22Wpx (Eq. 12.10-2) <br />Fpx (max) = 0.4Sd,I^x <br />0.44Wpx (Eq. 12.10-3) <br />Fpx = <br />1.0 E <br />ROOF DIAPHRAGM SHEAR FLOW INS -RESISTANCE LINES <br />Diaphragm Shear <br />Line <br />Height (in) Width (in) H:W Ratio Fpx (Ib) Type <br />Length (in) v (plf) <br />NS1 <br />229.00 in 98.00 in 2.34 405 lb WIND <br />98.00 in 49.5 plf <br /><_ 72 plf <br />NS2 <br />229.00 in 98.00 in 2.34 405 lb WIND <br />98.00 in 49.5 plf <br /><_ 72 plf <br />Check Cam Connection <br />Collector Length <br />3.7 ft <br />O Wood <br />Tension Demand at Header 184 Ibs <br />w <br />a <br />❑ Foam <br />Tension Capacity of Cams <br />164 Ibs <br />Qj <br />Number of Cams required <br />2 <br />OX Lines <br />v <br />3 <br />0 <br />a <br />Diaphragm Shear <_ Allowable OK <br />0 <br />0.5 1 1.5 2 2.5 3 <br />Aspect Ratio <br />ROOF DIAPHRAGM SHEAR FLOW - EW-RESISTANCE LINES <br />Diaphragm Shear <br />Line <br />Height (in) Width (in) H:W Ratio V (lb) Type <br />Length (in) v (plf) <br />EW1 <br />98.00 in 229.00 in 0.43 173 lb WIND <br />229.00 in 9.1 plf <br /><_ 340 plf <br />EW2 <br />98.00 in 229.00 in 0.43 173 lb WIND <br />229.00 in 9.1 plf <br /><_ 340 plf <br />*Wood <br />w <br />O Foam <br />`m <br />v <br />•Y Lines <br />r <br />v <br />3 <br />0 <br />Diaphragm Shear <_ Allowable OK <br />0 <br />0.5 1 1.5 2 2.5 3 <br />Aspect Ratio <br />M <br />