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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> WoodWorks®Shearwalls 2019(Update 1) <br /> Youngblut.wsw Jun.10,2021 16:51:09 <br /> Project Information <br /> COMPANY AND PROJECT INFORMATION <br /> Company Project <br /> Perco Engineering, PC Youngblut <br /> 9920-271st St NW <br /> Stanwood, WA 98292 <br /> (360) 629-6710 <br /> DESIGN SETTINGS <br /> Design Code Wind Standard Seismic Standard <br /> IBC 2018/AWC SDPWS 2015 ASCE 7-16 Directional (All heights) ASCE 7-16 <br /> Load Combinations Building Code Capacity Modification <br /> For Design(ASD) For Deflection(Strength) Wind Seismic <br /> 0.70 Seismic + 0.60 Dead 1.00 Seismic + 0.90 Dead 1.00 1.00 <br /> 0.60 Wind i 0.60 Dead 1.00 Wind + 0.90 Dead <br /> Service Conditions and Load Duration Max Shearwall Offset[ft] <br /> Duration Temperature Moisture Content Plan Elevation <br /> Factor Range Fabrication Service (within story) (between stories) <br /> - - - - 4.00 0.00 <br /> Maximum Height-to-width Ratio <br /> Wood panels Fiberboard Lumber Gypsum <br /> Wind Seismic Wind Seismic Blocked Unblocked <br /> 3.5 3.5 - - - - - <br /> Ignore non-wood-panel shear resistance contribution... Forces based on... <br /> Wind Seismic Hold-downs Applied loads <br /> Never Never Drag struts Applied loads <br /> Shearwall relative rigidity: Wall capacity <br /> Perforated shearwall Co factor: SDPWS Table 4.3.3.5 <br /> Non-identical materials and construction on the shearline: Allowed, except for material type <br /> Deflection Equation: No deflection analysis <br /> Drift limit for wind design: 1 / 500 story height <br /> Force-transferstrap: Discontinuous, at top and bottom of each opening <br /> SITE INFORMATION <br /> Wind Seismic <br /> ASCE 7-16 Directional (All heights) ASCE 7-16 12.8 Equivalent Lateral Force Procedure <br /> Design Wind Speed 85 mph Risk Category Category II - All others <br /> Serviceability Wind Speed 110 mph Structure Type Regular <br /> Exposure Exposure B Building System Bearing Wall <br /> Enclosure Enclosed Design Category D <br /> Min Wind Loads:Wails 16 ps f Site Class D <br /> Roofs 8 ps f Spectral Response Acceleration <br /> Topographic Information[ft] S1: 0.360g Ss:0.810g <br /> Shape Height Length Fundamental Period E-W N-S <br /> - - - T Used 0.188s 0.188s <br /> Site Location: - Approximate Ta 0.188s 0.188s <br /> Elev: Oft MaximumT 0.263s 0.263s <br /> Cigicl building - St.,t.1c unalysi, Response FactorR 6.50 6.50 <br /> Case 2 E-W loads N-S loads Fa: 1.18 Fv: 1.94 <br /> Eccentricity(%) 15 15 <br /> Loaded at 7 5% <br /> 1 <br />