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w <br /> WoodWorks®Shearwalls SOFTWARE FOR WOOD DESIGN <br /> WoodWorks®Shearwalls 11.1 <br /> 17134.1 Rucker Duplex Lateral-UPDATED Feb.11,201812:21:19 <br /> FEB 2018.wsw <br /> Project Information <br /> DESIGN SETTINGS <br /> Design Code Wind Standard Seismic Standard <br /> IBC 2015/AWC SDPWS 2015 ASCE 7-10 Directional (All heights) ASCE 7-10 <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 12% <=19% 10% <=19% 0.50 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... Collector forces based on... <br /> Wind Seismic Hold-downs Applied loads <br /> Never Always Drag struts Applied loads <br /> Shearwall Relative Rigidity: Wall capacity <br /> Perforated shearwali Co factor: SDPWS Equation 4.3-5 <br /> Non-identical materials and construction on the sheariine: Allowed, except for material type <br /> Deflection Equation: 3-term from SDPWS 4.2-1 <br /> Drift limit for wind design: 1 / 240 story height <br /> SITE INFORMATION <br /> Wind Seismic <br /> ASCE 7-10 Directional (All heights) ASCE 7-10 12.8 Equivalent Lateral Force Procedure <br /> Design Wind Speed 110 mph Risk Category Category II - All others <br /> Serviceability Wind Speed 100 mph Structure Type Irregular (Horz or in-plane v.) <br /> Exposure Exposure B Building System Bearing Wall <br /> Enclosure Enclosed Design Category D <br /> Min Wind Loads:Wails 16 psf Site Class D <br /> Roofs 8 psf Spectral Response Acceleration <br /> Topographic Information[ft] S1:0.510g Ss:1.330g <br /> Shape Height Length Fundamental Period E-W NS <br /> - - T Used 0.248s 0.248s <br /> Site Location: - Approximate Ta 0.248s 0.248s <br /> Elev: Oft Avg Air density: 0.0765 lb/cu ft Maximum T 0.397s 0.347s <br /> Rigid building - Static analysis Response Factor R 6.50 6.50 <br /> Case 2 E-W loads NS loads Fa:1.00 Fv:1.50 <br /> Eccentricity(%) 15 15 <br /> Loaded at 75% <br /> 1 <br />