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DESIGN REPORT Date: 12/1/2023 REV: A page 64 of 160 JOB# 186565 LOAD COMBINATIONS: ------------------ 1 - Dead+Collateral+Live 2 - Dead+Collateral+Live 33 - 0.6Dead+0.6Wind_Left1 34 - 0.6Dead+0.6Wind_Right1 35 - 0.6Dead+0.6Wind_Left2 36 - 0.6Dead+0.6Wind_Right2 ================================================================================ 186565FS Frame 1 - Bolted-End-Plates 12/ 1/23 1:54pm ================================================================================ DESIGN CONSTANTS: ----------------- Splice Yield = 55.00 (ksi ) Bolt Type = A325 Snug-Tightened Bolt Shear Stress = 27.00 (ksi ) Bolt Tension Stress = 45.00 (ksi ) PLATE SIZE: ----------- Splice Member Web Splice(in) -----------------Bolts(A325 )----------------- Id Typ Locate Depth Width Thick Dia Gage Gage2 RowT SpaceT RowB SpaceB RowI -- --- ------ ----- ----- ----- ----- ----- ----- ---- ------ ---- ------ ---- 1 VSS 1- 2 13.07 6.0 0.625 0.750 3.00 3.00 2 4.00 2 4.00 0 2 -SS 2- 3 13.78 6.0 0.375 0.625 2.50 2.50 2 4.00 2 4.00 0 3 VSS 3- 4 13.07 6.0 0.625 0.750 3.00 3.00 2 4.00 2 4.00 0 PLATE DESIGN: ------------- -------Max_Moment------ -------Max_Shear------ Splice Ten Load Axial Shear Moment Load Axial Shear Moment Req Req Bolt Id Typ Loc Id (k ) (k ) (f-k ) Id (k ) (k ) (f-k ) Thick Dia UC -- --- --- ---- ----- ----- ------ ---- ----- ----- ------ ----- ----- ----- 1 VSS Top 80 2.0 11.4 80.8 80 2.0 11.4 80.8 0.509 0.703 0.88 Bot 83 0.1 -1.8 -45.2 79 2.0 6.8 -4.3 0.509 0.526 0.49 2 -SS Top 34 -3.1 1.3 8.5 12 -0.2 1.4 5.8 0.137 0.252 0.16 Bot 1 2.4 -0.3 -41.0 19 1.6 -1.4 -24.9 0.301 0.554 0.78 3 VSS Top 79 2.0 -11.4 80.8 79 2.0 -11.4 80.8 0.509 0.703 0.88 Bot 84 0.1 1.8 -45.2 80 2.0 -6.8 -4.3 0.509 0.526 0.49 1202 W Edinger Ave10/3/2024