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WoodWorks® Shearwalls SOFTWARE FOR WOOD DESIGN <br />Moon RES Lateral.wsw <br />WoodWorks® Shearwalls 2019 (Update 3) <br />Project Information <br />COMPANY AND PROJECT INFORMATION <br />Com an Project <br />HAREZLAK ENGINEERING <br />DESIGN SETTINGS <br />May. 17, 2022 10:06:02 <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 1.00 Seismic <br />1.00 1.00 <br />0.60 Wind 1.00 Wind <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 190 (<=190) 100 (<=190) <br />5.00 1.00 <br />Maximum Height -to -width Ratio <br />Wood panels Fiberboard Lumber Gypsum <br />Wind Seismic Wind Seismic Blocked Unblocked <br />3.5 3.5 - - - 2.0 1.5 <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 Always <br />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 / 350 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 Directional <br />(All heights) <br />ASCE 7-16 12.8 <br />Equivalent Lateral Force Procedure <br />Design Wind Speed <br />98 mph <br />Risk Category <br />Category II - All others <br />Serviceability Wind Speed <br />83 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. 47lg <br />Response Acceleration <br />Ss: 1 .329g <br />Topographic <br />Information [ft] <br />Fundamental Period <br />E-W <br />N-S <br />Shape Height Length <br />- <br />- - <br />T Used <br />0.207s <br />0.207s <br />Site Location: - <br />Approximate Ta <br />Maximum T <br />0.207s <br />0.290s <br />0.207s <br />0.290s <br />Elev: Oft <br />Response Factor R <br />6.50 <br />6.50 <br />Rigid building - Static analysis <br />Case 2 <br />E-W loads N-S loads <br />Fa: 1 .20 <br />Fv: 1.83 <br />Eccentricity (%) <br />15 15 <br />Loaded at <br />75 0 <br />Page 37 of 52 <br />