1202 W Edinger Ave - Plan - Laserfiche WebLink

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DESIGN REPORT Date: 12/1/2023 REV: A page 120 of 160 JOB# 186565 BASE SIZE: ---------- -----Base(in)---- --Plate_Size(in)-- ------Bolts(in)------ Req Req Id Type Depth Elev Width Thick Length Dia Row Space Gage Thick Dia ----- ---- ----- ----- ----- ----- ------ ----- --- ----- ----- ----- ----- Col1 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.322 Col2 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.259 0.254 Col3 S3 7.89 0.0 6.00 0.375 8.00 0.625 2 3.00 3.50 0.171 0.218 Col4 S5 8.00 0.0 3.50 0.375 8.00 0.625 2 0.00 0.00 0.206 S3 - Welded Plate S5 - Welded Plate BASE REACTIONS: --------------- Max_Tension+Shear Max_Shear+Tension --Max_Comp- Tens Shear -Max_Shear- Shear Tens Id Load Fy(k ) Load Fy(k ) Fx(k ) Load Fx(k ) Load Fx(k ) Fy(k ) ------ ---- ------ ---- ------ ------ ---- ------ ---- ------ ------ Col1 13 3.79 24 -3.64 1.82 10 1.83 24 1.82 -3.64 Col2 30 5.89 25 -4.32 2.41 11 2.42 25 2.41 -4.32 Col3 1 5.06 25 -1.89 1.76 10 1.79 24 1.78 -0.62 Col4 1 1.75 23 -1.16 0.78 11 0.80 25 0.79 -0.50 WELDS: ------ -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- Shear(k/in ) Shear(k/in ) Shear(k/in ) Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit ------ ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- Col1 0.156 F1 0.52 1.86 0.156 F1 0.52 1.86 0.156 F1 0.23 1.86 Col2 0.250 F1 0.55 3.71 0.250 F1 0.55 3.71 0.188 F1 0.32 2.78 Col3 0.250 F1 0.24 3.71 0.250 F1 0.24 3.71 0.188 F1 0.24 2.78 Col4 0.156 F1 0.17 1.86 0.156 F1 0.17 1.86 0.156 F1 0.10 1.86 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 10 - Dead+0.6Wind_Left2+0.6Wind_Suction 11 - Dead+0.6Wind_Right2+0.6Wind_Suction 13 - Dead+Collateral+0.75Live+0.45Wind_Right2+0.45Wind_Suction 23 - 0.6Dead+0.6Wind_Suction+0.6Wind_Long2 24 - 0.6Dead+0.6Wind_Left1+0.6Wind_Suction 25 - 0.6Dead+0.6Wind_Right1+0.6Wind_Suction 1202 W Edinger Ave10/3/2024