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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 66 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> STIFFENER DESIGN: <br /> ----------------- <br /> ----Tension(k )--- --Compression(k )- Max <br /> Location Load Calc Limit Load Calc Limit UC <br /> -------- ---- ----- ----- ---- ----- ----- ---- <br /> Lt Col 33 32.5 32.9 46 41.9 88.6 0.99 <br /> Rt Col 34 32.5 32.9 45 41.9 88.6 0.99 <br /> <br /> WELDS: <br /> ------ <br /> ---Stiff_To_Flg/EP--- -----Stiff_To_Web---- <br /> Stiffener Shear(k/in ) Shear(k/in ) <br /> Location Size Typ Calc Limit Size Typ Calc Limit <br /> ---------- ----- --- ----- ----- ----- --- ----- ----- <br /> Lt Col 0.563 F1 8.12 8.35 0.313 F1 1.83 4.64 <br /> Rt Col 0.563 F1 8.12 8.35 0.313 F1 1.83 4.64 <br /> <br /> <br /> LOAD COMBINATIONS: <br /> ------------------ <br /> 33 - 0.6Dead+0.6Wind_Left1 <br /> 34 - 0.6Dead+0.6Wind_Right1 <br /> 45 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_L <br /> 46 - 1.09Dead+1.09Collateral+0.75Live+0.53Seismic_R <br /> <br />================================================================================ <br /> 186565FS Frame 1 - Plate Transitions 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> Surf Mem Seg Sec Load Max <br /> Id Id Id Id Locate Id UC Limit <br /> ---- --- --- --- ------ ---- ---- ------ <br /> 1 1 1 21 Spl 1 33 0.65 1.00 <br /> ---- --- --- --- ------ ---- ---- ------ <br /> 4 4 4 66 Spl 3 34 0.65 1.00 <br />================================================================================ <br /> 186565FS Frame 1 - Flange Braces 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> DESIGN CONSTANTS: <br /> ----------------- <br /> Flange Brace Yield = 50.00 ksi <br /> Girt/Purlin Yield = 55.00 ksi <br /> Flange Brace Bolt = A307 (0 Washers) <br />1202 W Edinger <br />Ave10/3/2024