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••-• ------ - - ---- ---- COLUMN WEB SHEAR CHECK AT RAFTER CONNECTION: <br /> Column 1.50 24.50 3.88 3.00 91 1.08 Web Thick Thick <br /> Rafter 1.00 16.68 8.34 16.68 162 1.67 Thick Required Provided <br /> CONNECTIONS: 8.170 0.096 0.178 <br /> -Plate(in)- Bolts(in) Req Req <br /> -Moment(f-k )- CONNECTION WELD: <br /> Plate Type Thick Width Type Row Dia Space Gage Dia Thick Wind -Top_Flange To_Plate- -8ot_Flange_To_Plate- Web_To_Plate---- <br /> Seismic Shear(k/in ) Shear(k/in ) Shear(k/in <br /> ----- Member Plate Size Typ Calc Limit Size Typ Ca:c Limit Size Typ Calc Limit <br /> Splice FF 0.500 6.00 A325 2 0.625 4.08 4.00 8.588 0.426 6.73 - --- --•- -- -- <br /> 8.41 Column Splice 8.125 F1 2.19 2.79 8.125 Fl 2.19 2.79 0.125 Fl 0.11 1.86 <br /> Rafter Splice 0.188 Fl 1.75 4.17 0.188 Fl 1.75 4.17 0.125 Fl 0.11 1.86 <br /> STIFFENERS: WIND BENT 2: <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 /> COLUMN WEB SHEAR CHECK AT RAFTER CONNECTION: - - ---- ----- <br /> Web Thick Thick 4 1 18.00 16.33 0.00 1.67 0.91 8.49 60.8 65.0 <br /> Thick Required Provided <br /> MEMBER SELECTED: <br /> 0.170 0.096 0.170 -Web_Depth- web --Flange--- <br /> Member Type Part Start End Thick Width Thick Length Weight Yield <br /> CONNECTION WELD: - - ---- <br /> -Top_Flange_To_Plate- -Bot_Flange_To_Plate- •----Web_To_Plate---- Column R W8X10 7.5 7.5 0.17 3.9 0.20 16.3 340.7 36.8 <br /> Shear(k/in ) Shear(k/in ) Shear(k/in Rafter R W8X18 7.5 7.5 0.23 5.3 0.33 16.7 314.3 36.0 <br /> Member Plate Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit STRENGTH: <br /> ..... ... .. .. ..... Axial(k )- --Shear(k )- Moment(f-k ) ----Max_UC--- <br /> Column Splice 0.125 F1 2.19 2.79 0.125 Fl 2.19 2.79 0.125 Fl 0,11 1.86 Member Load Calc Limit Calc Limit Calc Limit Shear Ax1+Mom <br /> Rafter Splice 0.188 Fl 1.75 4.17 0.188 Fl 1.75 4.17 0.125 Fl 0.11 1.86 •----- ---- <br /> Column Wind 0.81 40.13 0.45 19.31 7.10 15.42 0.02 0.47 <br /> LOAD COMBINATIONS: Seis 0.44 40.13 0.25 19.31 3.85 15.42 0.01 0.25 <br /> Rafter Wind 0.45 29.84 0.81 26.96 6.73 30.09 0.83 0.23 <br /> 1(Wind ) - Dead+collateral+Snow+0.6Wind_Longl Sets 0.25 29.84 0.44 26.96 3.64 30.09 0.02 0.13 <br /> 9(Seismic) - 1.120ead+1.12Collatera1+0.7Seismic long <br /> DEFLECTION 8. REACTIONS: <br /> Deflection(in) Reactions(k ) <br /> 2992 Bracing Deflection 7/27/21 7:30pm Member Load Calc Limit Horz Vert <br /> Column Wind 1.25 3.20 0,45 8.81 <br /> ROOF ATTACHMENT DEFLECTION: Seis 0.83 2.95 0.25 8.44 <br /> Span/Deflect UNBRACED LENGTH: <br /> Wall Attach Deflection(in) ----Wind--- --Seismic-- ---Major--- ----Minor---- Max <br /> Id Locate Wind Seismic Calc Limit Calc Limit Member K KL Moment Axial KL/r Cb <br />