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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />WoodWorksO Shearwalls 2019 (Update 3) <br />2352.wsw <br />Project Information <br />DESIGN SETTINGS <br />Feb. 20, 202313:29:46 <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 <br />Building Code Capacity Modification <br />For Design (ASD) For Deflection (Strength) <br />Wind Seismic <br />0.70 Seismic + 0.60 Dead 1.00 Seismic + 0.90 Dead <br />1.00 1.00 <br />0.60 Wind + 0.60 Dead 1.00 Wind + 0.90 Dead <br />Service Conditions and Load Duration <br />Max Shearwall Offset [ft] <br />Duration Temperature Moisture Content <br />Plan Elevation <br />Factor Range Fabrication Service <br />(within story) (between stories) <br />1.60 T<=100F 19% (<-19%) 10% (<-19%) <br />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... <br />Forces based on... <br />Wind Seismic <br />Hold-downs Applied loads <br />when comb'd w/ wood panels when comb'd w/ wood panels <br />Drag struts Applied loads <br />Shear Wall 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 <br />Seismic <br />ASCE 7-16 <br />Directional (All heights) <br />ASCE 7-16 12.8 <br />Equivalent Lateral <br />Force Procedure <br />Design Wind Speed <br />130 mph <br />Risk Category <br />Category IF <br />- All others <br />Serviceability Wind Speed <br />100 mph <br />Structure Type <br />Regular <br />Exposure <br />Exposure B <br />Building System <br />Bearing Wall <br />Enclosure <br />Partially open <br />Design Category <br />D <br />Min Wind Loads: Walls <br />16 psf <br />Site Class <br />D <br />Roofs <br />8 psf <br />Spectral <br />S1: 0.980g <br />Response Acceleration <br />Ss: 1.350g <br />Topographic Information [ft] <br />Shape <br />Height Length <br />Fundamental Period <br />E-W <br />N-S <br />- <br />- - <br />T Used <br />0.186s <br />0.186s <br />Site Location: - <br />Approximate Ta <br />Maximum T <br />0.186s <br />0.261s <br />0.186s <br />0.261s <br />Elev: Oft <br />Rigid building <br />- Static analysis <br />Response Factor R <br />6.50 <br />6.50 <br />Case <br />E-W loads N-Sloads <br />Fa:1.20 <br />Fv:1.82 <br />Eccentricity (%) <br />15 15 <br />Loaded at <br />75% <br />Page 26 of 63 <br />