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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 28 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> Bay -----Left_Lap(k )----- -----Right_Lap(k )---- <br /> Id Calc Shear Bear UC Calc Shear Bear UC <br /> ---- ----- ----- ----- ---- ----- ----- ----- ---- <br /> 1 0.17 2.65 2.24 0.08 <br /> 2 0.17 2.65 2.24 0.08 <br /> <br /> LOAD ID 3 - Dead+Collateral+0.75Live+0.45Wind_Pressure1: <br /> ---------------------------------------------------------- <br /> <br /> REACTIONS: <br /> ---------Shear(k )-------- --------------Moment(f-k )-------------- <br /> Bay Left Left Right Right Left Left MidSpan Right Right <br /> Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup <br /> ---- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- <br /> LExt 0.00 -0.04 0.00 0.00 0.17 0.01 <br /> 1 1.11 -1.60 -2.00 0.01 -4.91 8.83 5.25 10.91 <br /> 2 1.98 1.59 -1.09 10.91 5.30 -4.66 15.71 0.03 <br /> RExt 0.08 0.00 0.03 0.01 0.33 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 /> LExt RSup -0.04 4.26 0.01 RSup 0.01 6.37 0.00 LSup 0.00 0.06 <br /> 1 RLap -1.60 4.26 0.38 RLap 5.25 5.59 0.94 RLap 0.91 -1.06 <br /> 2 LLap 1.59 4.26 0.37 LLap 5.30 5.58 0.95 LLap 0.91 -0.94 <br /> RExt LSup 0.08 4.26 0.02 LSup 0.03 6.37 0.00 LSup 0.00 0.11 <br /> <br /> LAP BOLT SHEAR/BEARING: <br /> Bolt = 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 0.91 2.65 2.24 0.41 <br /> 2 0.91 2.65 2.24 0.41 <br /> <br /> LOAD ID 4 - Dead+Collateral+0.45Wind_Pressure1: <br /> ------------------------------------------------- <br /> <br />1202 W Edinger <br />Ave10/3/2024