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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 119 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> PLATE SIZE: <br /> ----------- <br /> -Surface- Rafter ---Plate--- ---------------Bolts--------------- <br /> Id Type Id Locate Depth Width Thick Dia Gage RowT SpaceT RowB SpaceB <br /> ------ ---- -- ------ ------ ----- ----- ----- ----- ---- ------ ---- ------ <br /> Spl1 M 3 0.0 8.00 3.50 0.375 0.625 0.00 2 4.00 2 4.00 <br /> <br /> PLATE REACTIONS: <br /> ---------------- <br /> Load Axial Shear Moment <br /> Id Side Id (k ) (k ) (f-k ) <br /> ------ ---- ---- ----- ----- ------ <br /> Spl1 Top 27 0.67 0.25 1.57 <br /> Bot 15 1.34 0.52 -3.65 <br /> <br /> WELDS: <br /> ------ <br /> -Top_Flange_To_Plate- -Bot_Flange_To_Plate- -----Web_To_Plate---- <br /> 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 /> Spl1 0.156 F2 0.23 1.86 0.156 F2 0.54 1.86 0.156 F1 0.07 1.86 <br /> <br /> LOAD COMBINATIONS: <br /> ------------------ <br /> 15 - Dead+Collateral+0.75Live+0.45Wind_Suction+0.45Wind_Long2 <br /> 27 - 0.6Dead+0.6Wind_Right2+0.6Wind_Suction <br /> <br />================================================================================ <br /> 186565FS Wall 3 - Base Plate Design 12/ 1/23 1:52pm <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 />1202 W Edinger <br />Ave10/3/2024