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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 80 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 2 -1.34 -1.09 0.77 -7.37 -3.73 3.28 15.91 0.00 <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 1.09 2.44 0.45 RLap -3.73 3.63 1.03 RLap 0.88 1.02 <br /> 2 LLap -1.09 2.44 0.45 LLap -3.73 3.63 1.03 LLap 0.88 1.02 <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 0.61 2.65 1.86 0.33 <br /> 2 0.61 2.65 1.86 0.33 <br /> <br /> <br /> DEFLECTION (Working Load): <br /> -------------------------- <br /> Span Wind_Pressure Wind_Suction <br /> Id Calc Limit Calc Limit <br /> ---- ------ ----- ------ ----- <br /> 1 -0.75 3.29 0.83 3.29 <br /> 2 -0.75 3.29 0.83 3.29 <br /> <br /> <br />================================================================================ <br /> 186565FS Wall 2 - Girt Design 2 (Locate 13.67) 12/ 1/23 1:49pm <br />================================================================================ <br /> <br /> GIRT LAYOUT: <br /> ------------ <br /> Available <br /> Reduction <br /> Bay Design --Lap(ft)-- Load No. Factor <br /> Id Part Locate Length Left Right Width Brace Weight Out In <br /> --- -------- ------- ------ ---- ----- ----- ----- ------ ---- ---- <br /> 1 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 <br /> 2 8X25Z16 13.6667 24.67 3.00 6.25 0 77.2 0.00 0.70 <br /> ------ <br />1202 W Edinger <br />Ave10/3/2024