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3 1 1 FB2x12g 4 12.00 22.50 59.4 23.54 0.500 0.580 Clip Web ---- <br /> ----Tension(k )--- --Compression(k )- Max <br /> 3 1 FB2x12g 4 12.00 22.50 59.4 23.54 e.500 8.500 Clip Web Location Load Calc Limit Load Calc Limit UC <br /> Lt Col 61 8.5 26.9 46 11.6 36.7 0.32 <br /> DESIGN: Rt Col 62 8.5 26.9 43 11.6 36.7 0.32 <br /> Surf Load(f-k ) Force -Brace UC- ---Connection_UC--- WELDS: <br /> Id Loc Id Moment (k ) Camp Tens Frame Purlin Clip -•---- <br /> Stiff_To_Flg/EP--- Stiff_To Web---- <br /> 2 1 64 6.4 0.12 8.03 0.04 0.04 0.04 Stiffener Shear(k/in ) Shear(k/in ) <br /> 3 64 1.8 0.03 0.01 0.01 0.01 0.01 Location Size Typ Calc Limit Size Typ Calc Limit <br /> 3 1 63 1.8 0.03 0.01 0.01 0.01 0.01 -- ----- ----- <br /> 3 63 6.4 8.12 0.03 0.04 8.04 0.84 Lt Col 0.188 FI 1.70 2.78 0.125 F1 0.48 1.86 <br /> Rt Col 0.188 F1 1.70 2.78 0.125 Fl 0.48 1.86 <br /> LOAD COMBINATIONS: <br /> 63 - 0.6Dead+0.6Wind_Left2 LOAD COMBINATIONS: <br /> 64 - 0.6Dead+0.6Wind_Right2 <br /> 43 - Dead+Collateral+0.755now+0.45Wind_Left2 <br /> :===== 46 - Dead+Collateral+O.755now+0.45Wind_Right2 <br /> 21121 Frame 1 - web To Flange Weld 7/27/21 7:31pm 61 - 8.6Dead+0.6Wind_Left1 <br /> ---- 62 - 0.6Dead+0.6Wind_Right1 <br /> ---Web_Flange_Weld--- __-_-----_________________ .•---_---_ <br /> Surf Mem Seg Sec Load Shear Q Ixx Shear(k/in ) 21121 Frame 1 - Flange Braces 7/27/21 7:31pm <br /> Id Id Id Id Id (k ) (in3) (in4) Size Typ Calc Limit e_-=-___-________________=sc z===____�____ <br /> 1 1 1 1 63 1.4 7.7 113 0.125 F1 0.69 1.86 DESIGN CONSTANTS: <br /> 1 1 2 4 46 6.8 7.7 113 0.125 F1 0.05 1.86 --- <br /> 2 2 3 7 90 4.0 7.7 113 0.125 F1 0.27 1.86 Flange Brace Yield = 36.80 ksi <br /> 3 3 4 14 102 4.0 7.7 113 0.125 Fl 0.27 1.86 Girt/Purlin Yield = 57.00 ksi <br /> 4 4 5 17 43 0.8 7.7 113 0.125 Fl 0.05 1.86 Flange Brace Bolt = A325 (2 Washers) <br /> 4 4 6 20 64 1.4 7.7 113 0.125 Fl 0.09 1.86 Bolt Shear Stress = 27.00 ksi <br /> LOAD COMBINATIONS: Flange Brace Force <br /> Inside flange, max of bending compression <br /> 43 - Dead+Collateral+0.755now+0.45Wind_Left2 <br /> 46 - Dead+Collateral+0.75Snow+0.45Wind_Right2 LAYOUT: <br /> 63 - 0.60ead+0.6Wind_Left2 <br /> 64 - 0.6Dead+0.6Wind_Right2 Surf Seg Web Brace Angle Design Bolt_Dia <br /> 90 - Dead+Collateral+F1UNB_SL_L --Attachment- <br /> 182 - Dead+Collateral+F1UNB_SL_R Id Loc Side Part Id Depth Offset Deg Length Frame Purlin Clip Frame <br /> Purlin Ref <br /> 21121 Frame 1 - Special Segments 7/27/21 7:31pm <br /> 2 1 1 FB2x12g 3 12.00 22.50 59.4 23.54 0.506 0.500 Clip Web <br /> 3 1 FB2x12g 3 12.80 22.50 59.4 23.54 0.500 0.500 Clip Web <br />