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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br /> WoodWorks®Shearwalls 2019(Update 3) <br /> 2352.wsw Feb.20,2023 13:29:46 <br /> Project Information <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 + 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 /> 1.60 T<=100F 19% (<=19%) 10% (<=19%) 6.00 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 /> when comb'd w/ wood panels when comb'd w/ wood panels Drag struts Applied loads <br /> Shearwall relative rigidity: Deflection-based stiffness of wall segments <br /> Perforated shearwall Co factor: SDPWS Equation 4.3-5 <br /> Non-identical materials and construction on the shearline: Allowed, except for material type <br /> Deflection Equation: 3-term from SDPWS 4.3-1 <br /> Drift limit for wind design: 1 / 500 story height <br /> Force-transfer strap: Continuous at top of highest opening and bottom of lowest <br /> SITE INFORMATION • <br /> Wind Seismic <br /> ASCE 7-16 Directional (A11 heights) ASCE 7-16 12.8 Equivalent Lateral Force Procedure <br /> Design Wind Speed 130 mph Risk Category Category II - All others <br /> Serviceability Wind Speed 100 mph Structure Type Regular <br /> Exposure Exposure B Building System Bearing Wall <br /> Enclosure Partially open Design Category D <br /> Min Wind Loads:Walls 16 psf Site Class D <br /> Roofs 8 psf Spectral Response Acceleration <br /> Topographic Information[ft] SI:0.480g Ss:1.350g <br /> Shape Height Length Fundamental Period E-W N-S <br /> T Used 0.186s 0.186s <br /> Site Location: - Approximate Ta 0.186s 0.186s <br /> Elev: Oft MaximumT 0.261s 0.261.s <br /> Rigid building - Static analysis Response Factor 6.50 6.50 <br /> Case 2 E-W loads N-S loads Fa:1.20 Fv:1.82 <br /> Eccentricity(%) 15 15 <br /> Loaded at 7 5% <br /> 1 <br /> Page 26 of 63 <br />