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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 82 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> <br /> STRENGTH/DEFLECTION: <br /> Bay -------Shear(k )------ -----Moment(f-k )----- -Mom+Shr- Deflect(in) <br /> Id Loc Calc Limit UC Loc Calc Limit UC Loc UC Calc Limit <br /> --- ---- ------ ----- ---- ---- ------ ----- ---- ---- ---- ----- ----- <br /> 1 RLap 0.99 2.44 0.41 RLap -3.42 3.63 0.94 RLap 0.81 0.93 <br /> 2 LLap -0.99 2.44 0.41 LLap -3.42 3.63 0.94 LLap 0.81 0.93 <br /> <br /> <br /> LAP BOLT SHEAR/BEARING: <br /> <br /> Bolt Size =0.500 (A307 ) <br /> <br /> Bay -----Left_Lap(k )----- -----Right_Lap(k )---- <br /> Id Calc Shear Bear UC Calc Shear Bear UC <br /> --- ----- ----- ----- ---- ----- ----- ----- ---- <br /> 1 0.56 2.65 1.86 0.30 <br /> 2 0.56 2.65 1.86 0.30 <br /> <br /> <br /> DEFLECTION (Working Load): <br /> -------------------------- <br /> Span Wind_Pressure Wind_Suction <br /> Id Calc Limit Calc Limit <br /> ---- ------ ----- ------ ----- <br /> 1 -0.69 3.29 0.76 3.29 <br /> 2 -0.69 3.29 0.76 3.29 <br /> <br /> <br />================================================================================ <br /> 186565FS Wall 2 - Panel Design (Bay 2) 12/ 1/23 1:49pm <br />================================================================================ <br /> <br /> PANEL DATA: <br /> ----------- <br /> Bay Rotation Panel <br /> Id Part Rot Type Gage Yield Stiffness Height <br /> --- -------- --- ---- ----- ----- --------- ------ <br /> 2 26 PBR N PBR 26.00 60.0 0.00 19.83 <br /> <br />1202 W Edinger <br />Ave10/3/2024