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I WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN <br />WoodWorksO Shearwalls 2019 (Update 3) <br />Whitkanack Shop.wsw <br />Project Information <br />COMPANY AND PROJECT INFORMATM <br />Company <br />Project <br />?ercD Engineering, PC <br />Whi.tkanack <br />992C-271St St Nil <br />Stanwood, WA 98292 <br />(36C) 629-6-1 C <br />DESIGN SETTINGS <br />Jun. 23, 2022 20:07:01 <br />Design Code Wind Standard Seismic Standard <br />:3C 2C19/Ai,C SDPWS 2015 ;SCE 7-16 Cirectional (All heights) ;SCE 7-16 <br />Load Combinations <br />Building Code Capacity Modification <br />For Design (ASD) For Deflection (Strength) <br />Wind Seismic <br />0.''0 seism= - 0.60 Dead 1.0C Seismic - 0_9C mead <br />1.00 -.Cc <br />0.60 'Kind - 0.60 Dead 1.00 Blind - 0.9C :e=d <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 />- - - - <br />4.00 C.00 <br />Maximum Height -to -width Ratio <br />Wood panels Fiberboard Lumber Gypsum <br />Wind Seismic Wind Seismic Blocked Unblocked <br />3.5 .s - - - <br />Ignore non -wood -panel shear resistance contribution... <br />Forces based on... <br />Wind Seismic <br />Hold-downs Acp:ied :oads <br />when ccrib'd w/ «cod panels when conb'd w% wood panels <br />Drag struts Applied loads <br />Shearwall relative rigidity: wall capacity <br />Perforated shearwall Cc factor: sDPWS Table 4.2.3.5 <br />Non -identical materials and construction on the shearline: Allowed, except for material A -e <br />Deflection Equation: \*c deflection analysis <br />Drift limit for wind design: 1 / 50C story height <br />Force -transfer strap: Discontinuous, at top and bottom of each opening <br />SITE INFORMATION <br />Wind <br />Seismic <br />ASCE 7-16 Directional (All heights) <br />ASCE 7-16 12.e <br />Equivalent Lateral Force Procedure <br />Design Wind Speed 55 Mph <br />Serviceabllity Wind Speed ::0 nph <br />Exposure Expostre B <br />Risk Category <br />Structure Type <br />Building System <br />Category r- - ?11 of-ers <br />Re xuiar <br />Bearing Wall <br />Enclosure Enclosed <br />Design Category <br />D <br />Min Wind Loads: Walls _6 psf <br />Site Class <br />D <br />Roofs S psf <br />Spectral <br />Si: 0. 43Cgq--- <br />Response Acceleration <br />---T op6g?�fplvi-elnforrnarian-[ftr <br />Shape Height Length <br />Fundamental Period <br />E-W <br />NS <br />- - - <br />T Used <br />0.180s <br />0.18Cs <br />Site Location: - <br />ApproximateTa <br />Maximum <br />0.16os <br />0.251s <br />0.18Cs <br />0.251s <br />F.]ev: Oft <br />Rigid b::_lding - static analysis <br />Response Factor <br />6. J <br />6.50 <br />Case 2 E-W loads NS loads <br />Fa: I .16 <br />Fv: 1 .87 <br />Eccentricity (%) 15 15 <br />Loaded at 75> <br />r�- <br />