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10/10/2023 Christopher Post Frame Buillding B2308-045 <br /> TSE Engineering Page. <br /> LATERAL ANALYSIS Job ID: <br /> WIND Casey <br /> The analysis on the previous page determines the wind force on the total exposed wind <br /> surface of the building. For post-frame construction with embedded posts, the amount <br /> of wind force imposed on the main force resisting system equals the roof projected area <br /> plus 3/8 of the wall projected area. Vt&VI are adjusted by 0.6 for allowable stress values. <br /> Calculations that follow adjust the total wind force to the design force on a <br /> post-frame building: <br /> INPUT: PT= 5880 lbs. (non adjusted) <br /> PL= 4030 lbs. (non adjusted) <br /> h r= 13 ft. <br /> he= 9 ft. <br /> ADJUSTED WIND FORCES: <br /> Transverse; <br /> VT= [(hr-0.625 he)/hr)(PT)(0.6) = 2001 lbs. <br /> Longitudinal; <br /> VL= {[0.375 he+ 0.5(hr-he)]/[he+ 0.5(hr-he)])(PL)(0.6) = 1182 lbs. <br /> SEISMIC <br /> The seismic force imposed on the main force resisting system of a post-frame <br /> building is based on the seismic weight of the roof plus 3/8 of those walls that are <br /> _ perpendicular to the-direction of the seismic force. _._ - <br /> INPUT: Building Width = 24 ft. P= 1.3 <br /> Building Length = 36 ft. 1= 1 <br /> SEISMIC WEIGHTS: W roof = 6048 lbs. <br /> Wend walls = 1470 lbs. <br /> W side wails = 1701 lbs. <br /> SIDS = 2/3 Ss = 0.867 <br /> Cs= SDS/(R/1) = 0.347 <br /> SEISMIC BASE SHEAR: V= Cs W <br /> Transverse= 2686 lbs. <br /> Longitudinal= 2606 tbs. <br /> SEISMIC DESIGN FORCES: <br /> VT= Cs Wt p 0.7 = 2445 lbs. Controls <br /> VI= Cs WI P 0.7 = 2372 lbs. COVIVOIS` City of Everett Permit Review <br /> EVERETT Status:Approved <br /> 10/11/2023 11:50:19 AM <br /> Page 5 of-.16 These Plans Shall remain on Job Site. Barrie Kenning,Plans Examiner <br />