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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />WoodWorks® Shearwalls 2023 <br />2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />Project Information <br />COMPANY AND PROJECT INFORMATION <br />Company Project <br />Gemini Design <br />DESIGN SETTINGS <br />Design Code <br />IBC 2021/AWC SDPWS 2021 <br />Wind Standard <br />ASCE 7-16 Directional (All heights) <br />Seismic Standard <br />ASCE 7-16 <br />Load Combinations <br /> For Design (ASD) <br /> 0.70 Seismic + 0.60 Dead <br /> 0.60 Wind + 0.60 Dead <br /> For Deflection (Strength) <br /> 1.00 Seismic + 0.90 Dead <br /> 1.00 Wind + 0.90 Dead <br />Building Code Capacity Modification <br />Wind Seismic <br />1.00 1.00 <br />Service Conditions and Load Duration <br />Duration <br />Factor <br /> - <br />Temperature <br />Range <br /> - <br />Moisture Content <br />Fabrication Service <br />19% (<=19%) 10% (<=19%) <br />Max Shearwall Offset [ft] <br />Plan <br />(within story) <br />8.00 <br />Elevation <br />(between stories) <br /> - <br />Maximum Height-to-width Ratio <br />Wood panels <br />Blocked Unblocked <br />Fiberboard Lumber <br />Wind Seismic <br />Gypsum <br />Blocked Unblocked <br />3.5 2.0 - - - 2.0 1.5 <br />Ignore shear resistance contribution of... <br />Wall segments Seismic <br />Side with invalid aspect ratio Any gypsum, lumber, fiberboard <br />Forces based on... <br />Hold-downs Applied loads <br />Drag struts Applied loads <br />Shearwall relative rigidity: Wall capacity <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 />FTAO strap: Continuous at top of highest opening and bottom of lowest <br />SITE INFORMATION <br /> Risk Category Category II - All others <br />Wind <br />ASCE 7-16 Directional (All heights) <br />Seismic <br />ASCE 7-16 12.8 Equivalent Lateral Force Procedure <br /> Design Wind Speed 110 mph <br /> Exposure Exposure C <br /> Enclosure Partially open <br /> Structure Type Regular <br /> Building System Bearing Wall <br /> Design Category D <br /> Site Class D <br />Topographic Information [ft] <br />Shape <br /> - <br />Height <br /> - <br />Length <br /> - <br />Site Location: - <br />Elev: 0ft <br />Rigid building - Static analysis <br />Spectral Response Acceleration <br />S1: 0.470g Ss: 1.330g <br /> Fundamental Period E-W N-S <br /> T Used 0.129s 0.129s <br /> Approximate Ta 0.129s 0.129s <br /> Maximum T 0.181s 0.181s <br /> Response Factor R 6.50 6.50 <br /> Fa: 1.20 Fv: 1.83 Case 2 N-S loadsE-W loads <br /> Eccentricity (%)15 15 <br /> Loaded at 75% <br /> Min Wind Loads: Walls <br /> Roofs <br />16 psf <br />8 psf <br /> Serviceability Wind Speed 100 mph <br />1 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025