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HomeMy WebLinkAboutWind Load Calculation ' r 1R `(, ,)�� ompany: Job Description: RE C E I - (`' I �' 3 ° repared By: Client Name: Project Number: 0 2012 SEr�ctu es I �' Conforms with ASCE me atio al LLC .,� 7 10 DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 FILE �. Building Width(ft) 32 Exposure Category C ,T Building Length(ft) 60 Directionality Factor 0.85 k Roof Slope (x:12) 3 Internal Pressure Coefficient+/- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 5400-SH 5 5 35 37 33.5 -44.8 2 5400-1PNL 5 5 73 62 31.0 -39.8 3 5400-PD-SL 5 0 96 96 29.4 -36.7 4 5400-PD-S 5 0 72 96 30.1 -38.0 5 5400-PW 5 5 25 73 33.0 -43.8 6 5400-PW 5 5 25 73 33.0 -43.8 7 5400-SH 5 5 52 73 31.4 -40.6 8 5400-1PNL 5 5 73 62 31.0 -39.8 9 5400-SH 5 5 18 37 33.5 -44.8 10 5400-SH 5 5 52 62 31.7 -41.3 11 5400-HR 5 5 36 18 33.5 -44.8 Width of End Zone(a)in feet=3.2 s h 5 0 41 5 5 STRUCTURES INTERNATIONAL.,LLC ' .Pea.9iryg sma.Scwto u to i'Zs=`# 'Prao(aYra'. '"" 5/17/2016 10:58 AM