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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 71 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 59 - Dead+Collateral+0.75Live <br /> 60 - Dead+Collateral+0.75Live <br /> 61 - Live <br /> 62 - Live <br /> 63 - Dead+Collateral <br /> 64 - Dead+Collateral <br /> 65 - Dead+0.49Wind_Left1 <br /> 66 - Dead+0.49Wind_Right1 <br /> 67 - Dead+0.49Wind_Left2 <br /> 68 - Dead+0.49Wind_Right2 <br /> 69 - Dead+0.49Wind_Long1 <br /> 70 - Dead-0.49Wind_Long1 <br /> 71 - Dead+0.49Wind_Long2 <br /> 72 - Dead-0.49Wind_Long2 <br /> 73 - Dead+Seismic_Long <br /> 74 - Dead-Seismic_Long <br /> 75 - Dead+Seismic_L <br /> 76 - Dead+Seismic_R <br /> <br /> PLATE LIMITS: <br /> ------------- <br /> -----Web---- -----Flange---- Web_Depth/ Web_Area/ <br /> Seg Depth/Thick Width/(2xThick) ---Flange--- Flange_Width Flange_Area <br /> Id Calc Limit Calc Limit Thick Min Calc Limit Calc Limit <br /> --- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- <br /> 1 44.1 192.0 4.7 0.425 0.260 2.8 8.0 1.7 10.0 <br /> 2 56.8 192.0 7.5 0.335 0.230 2.6 8.0 1.8 10.0 <br /> 3 56.8 192.0 7.5 0.335 0.230 2.6 8.0 1.8 10.0 <br /> 4 44.1 192.0 4.7 0.425 0.260 2.8 8.0 1.7 10.0 <br /> <br /> FRAME AREA: <br /> ---------- <br /> Frame Area= 84.62 <br /> Building Area= 933.33 <br /> Ratio= 0.09 <br /> <br /> <br /> WEIGHTS: <br /> -------- <br /> <br /> Member 1 2 3 4 <br /> ---------- ----- ----- ----- ----- <br /> Weight (lb) 426 420 420 426 <br /> <br />1202 W Edinger <br />Ave10/3/2024