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-- - -••- ---•• 12.50 25.80 R 0.500 RD4 0.00 5.03 0.18 5.03 0.04 <br /> 2 1 18.08 16.33 0.80 1.67 0.91 0.49 60.0 65.0 <br /> MEMBER SELECTED: <br /> -Web Depth- Web --Flange--- <br /> Member Type Part Start End Thick Width Thick Length Weight Yield 2992 Sidewall Diagonal Bracing 7/27/21 7:38pm <br /> Column R W8X10 7.5 7.5 0.17 3.9 0.20 16.3 348.7 36.0 <br /> Rafter R W8X18 7.5 7.5 0.23 5.3 0.33 16.7 314.3 36.0 <br /> PANEL SHEAR: <br /> STRENGTH: <br /> --Axial(k )- --Shear(k )- Moment(f-k ) ----Max UC--- Wall Base Wind Seismic <br /> Member Load Calc Limit talc Limit Calc Limit Shear Axl+Mom Id Length Calc Calc Limit <br /> Column Wind 0.81 40.13 0.45 19.31 7.10 15.42 8.02 0.47 2 28.0 39.4 29.3 100.0 <br /> Seis 0.44 40.13 0.25 19.31 3.85 15.42 0.81 8.25 4 20.8 39.4 29.3 100.8 <br /> Rafter Wind 8.45 29.84 0.81 26.96 6.73 30.09 0.03 0.23 <br /> Seis 0.25 29.84 8.44 26.96 3.64 30.09 0.02 8.13 LOAD COMBINATIONS: <br /> DEFLECTION & REACTIONS: i(Wind ) - Dead+Collateral+Snow+0.6Wind_Longl <br /> Deflection(in) Reactions(k ) 9(Seismic) - 1.12Dead+1.12Collateral+0.75eismic Long <br /> Member Load Calc Limit Horz Vert <br /> Column Wind 1.25 3.20 0.45 8.81 2992 Extension Diagonal Bracing 7/27/21 7:30pm <br /> Seis 0.83 2.95 0.25 8.44 = _ <br /> UNBRACED LENGTH: PANEL SHEAR: <br /> ---Major--- ----Minor---- Max <br /> Member K KL Moment Axial KL/r Cb Ext Wind Seismic <br /> Id Length Calc Calc Limit <br /> Column 1.58 24.50 3.80 3.88 91 1.88 --- <br /> Rafter 1.08 16.68 8.34 16.68 162 1.67 1 21.58 5.58 1.13 180.08 <br /> 2 21.50 5.58 1.13 100.80 <br /> CONNECTIONS: <br /> -Plate(in)- Bolts(in) Req Req 2992 Wind Bents 7/27/21 7:30pm <br /> -Moment(f-k )- <br /> Plate Type Thick Width Type Row Dia Space Gage Dia Thick Wind <br /> Seismic DESIGN CONSTANTS: <br /> Bolt Shear Stress <br /> Splice FF 0.508 6.80 A325 2 0.625 4.80 4.80 8.508 0.426 6.73 A325 = 27.08 (ksi ) <br /> 8.41 Bolt Tension Stress <br /> A325 = 45.08 (ksi ) <br /> STIFFENERS: WIND BENT 1: <br /> Stiff Design -Plate Size- --Wind(k )-- --Seis(k )-- Max .-- <br /> Location Length Width Thick Calc Limit Calc Limit UC <br /> --- LOCATION: <br /> Bearing 7.48 2.50 0.25 12.27 26.80 6.64 26.80 0.46 Wall Bay Base Top --Design Load- Deflect_Limit <br /> Id Id Width Height Elev Clear Wind Seismic Wind Seismic <br />