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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 36 of 160 <br />JOB# 186565 <br /> <br /> <br /> <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 0.03 0.00 0.00 0.17 -0.01 <br /> 1 -0.53 0.55 0.68 -0.01 1.79 8.57 -1.85 -3.80 <br /> 2 -0.68 -0.54 0.51 -3.80 -1.88 1.66 15.95 -0.02 <br /> RExt -0.06 0.00 -0.02 -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 0.03 4.26 0.01 RSup -0.01 6.37 0.00 LSup 0.00 -0.02 <br /> 1 RLap 0.55 4.26 0.13 MidS 1.79 4.46 0.40 RLap 0.32 0.38 <br /> 2 LLap -0.54 4.26 0.13 MidS 1.66 4.46 0.37 LLap 0.32 0.33 <br /> RExt LSup -0.06 4.26 0.01 LSup -0.02 6.37 0.00 LSup 0.00 -0.04 <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 0.32 2.65 2.24 0.14 <br /> 2 0.32 2.65 2.24 0.14 <br /> <br /> DEFLECTION: <br /> ----------- <br /> <br /> LOAD ID 6 - Dead+Collateral+Live: <br /> Bay Offset Deflect(in) <br /> Id (ft) Calc Limit Ratio <br /> ---- ------ ----- ----- ----- <br /> LExt 0.00 0.05 <br /> 1 12.33 -0.94 1.97 0.48 <br /> 2 12.17 -0.84 1.95 0.43 <br /> RExt 0.67 0.10 <br /> <br />1202 W Edinger <br />Ave10/3/2024