Laserfiche WebLink
5 <br /> Project:514 Waverly Ave, Everett, WA 98201 <br /> 1.2 Wind Design <br /> Directional Procedure, Part 2(simplified method)per ASCE 7-16,Chapter 27.5 <br /> Design Criteria: Enclosed Simple Diaphragm Building <br /> Risk Category II <br /> Basic Wind Speed per Table 26.5-1 A 110 MpH <br /> Directionality Factor Ka 0.85 <br /> Exposure Category B <br /> Wind Speed up factor KZt 1.0 per DPD wind map <br /> Enclosure Classification enclosed <br /> Net pressure at top of wall ph , Table 27.6-1 16.7 psf <br /> (conservatively also used for bottom of wall) <br /> As the shear wall design is performed for ASD,the load is multiplied with 0.7 <br /> Applied wind pressure 0.7 x 16.7 11.7, say 12 psf <br /> Wind load per grid with trib h 8 ft <br /> Front/Rear 0.5 x 36 x 8 x 12 1,730 lbs <br /> Left/Right 0.5 x 15 x 8 x 12 = 720 lbs <br /> tecinstruct LLC <br />