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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 65 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> WELDS: <br /> ------ <br /> Outside_Flange_To_Bep Inside_Flange_To_Bep -----Web_To_Bep------ <br /> Splice Shear(k/in ) Shear(k/in ) Shear(k/in ) <br /> Id Side Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit <br /> -- ---- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- <br /> 1 L 0.375 F2 4.76 5.66 0.500 F2 4.25 7.42 0.313 F1 0.88 4.64 <br /> 1 R 0.438 F2 5.77 6.49 0.375 F2 3.23 5.66 0.250 F1 0.88 3.71 <br /> 2 L 0.375 F2 0.57 5.66 0.375 F2 2.74 5.66 0.250 F1 0.10 3.71 <br /> 2 R 0.375 F2 0.57 5.66 0.375 F2 2.74 5.66 0.250 F1 0.10 3.71 <br /> 3 L 0.438 F2 5.77 6.49 0.375 F2 3.23 5.66 0.250 F1 0.88 3.71 <br /> 3 R 0.375 F2 4.76 5.66 0.500 F2 4.25 7.42 0.313 F1 0.88 4.64 <br /> <br /> <br /> LOAD COMBINATIONS: <br /> ------------------ <br /> 1 - Dead+Collateral+Live <br /> 12 - Dead+0.6Wind_Right2 <br /> 19 - Dead+Collateral+0.75Live+0.45Wind_Left2 <br /> 34 - 0.6Dead+0.6Wind_Right1 <br /> 79 - 1.09Dead+1.09Collateral+0.75Live+1.21Seismic_L <br /> 80 - 1.09Dead+1.09Collateral+0.75Live+1.21Seismic_R <br /> 83 - 0.48Dead+1.62Seismic_L <br /> 84 - 0.48Dead+1.62Seismic_R <br /> <br />================================================================================ <br /> 186565FS Frame 1 - Bearing Stiffeners 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> Stiffener Yield = 55.0 (ksi ) <br /> <br /> STIFFENER SIZE: <br /> --------------- <br /> ----Stiffener--- --Web(in)-- ----Stiffener_Size(in)--- <br /> Location Offset Depth Thick Width Thick Length No. <br /> -------- ------ ----- ----- ----- ----- ------ --- <br /> Lt Col 0.0 11.46 0.260 2.00 0.250 11.46 1 <br /> Rt Col 40.0 11.46 0.260 2.00 0.250 11.46 1 <br /> <br />1202 W Edinger <br />Ave10/3/2024