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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 63 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br />================================================================================ <br /> 186565FS Frame 1 - Base Plates and Anchor Bolt 12/ 1/23 1:54pm <br />================================================================================ <br /> <br /> DESIGN CONSTANTS: <br /> ----------------- <br /> Base Plate Yield = 55.00 (ksi ) <br /> Concrete Bearing = 1.05 (ksi ) <br /> Bolt Type = A36 <br /> Bolt Shear Stress = 11.60 (ksi ) <br /> Bolt Tension Stress = 21.75 (ksi ) <br /> <br /> <br /> BASE PLATE & BOLT SIZE: <br /> ----------------------- <br /> Max <br /> ---Column_Base(in)--- --Plate_Size(in)-- ----Bolts(A36 )---- Req Req Bolt <br /> Id Typ Depth Elev Width Length Thick Dia Row Space Gage Thick Dia UC <br /> ----- --- ----- ----- ----- ------ ----- ----- --- ----- ---- ----- ----- ---- <br /> Left P 12.3 0.0 6.0 13.50 0.500 0.750 2 3.00 3.50 0.301 0.360 0.23 <br /> Right P 12.3 0.0 6.0 13.50 0.500 0.750 2 3.00 3.50 0.301 0.360 0.23 <br /> <br /> <br /> BASE REACTIONS: <br /> --------------- <br /> <br /> Max_Tension+Shear Max_Shear+Tension <br /> Column -Max_Comp- Tens Shear -Max_Shear Shear Tens <br /> Id Ld Fy(k ) Ld Fy(k ) Fx(k ) Ld Fx(k ) Ld Fx(k ) Fy(k ) <br /> ------ --- ------ --- ------ ------ --- ------ --- ------ ------ <br /> Left 2 11.7 33 -5.9 3.9 35 4.9 35 4.9 -3.5 <br /> Right 1 11.7 34 -5.9 3.9 36 4.9 36 4.9 -3.5 <br /> <br /> <br /> WELDS: <br /> ------ <br /> Outside_Flange_To_Base Inside_Flange_To_Base -----Web_To_Base----- <br /> Base Shear(k/in ) Shear(k/in ) Shear(k/in ) <br /> Id Size Typ Calc Limit Size Typ Calc Limit Size Typ Calc Limit <br /> ----- ----- --- ----- ----- ----- --- ----- ----- ----- --- ----- ----- <br /> Left 0.500 F2 0.37 7.42 0.500 F2 0.37 7.42 0.313 F2 0.21 4.64 <br /> Right 0.500 F2 0.37 7.42 0.500 F2 0.37 7.42 0.313 F2 0.21 4.64 <br /> <br /> <br />1202 W Edinger <br />Ave10/3/2024