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• <br /> PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> men w.as.x Top <br /> ro n1 <br /> re:n0 <br /> '1T <br /> M u <br /> = 6311 <br /> 663 <br /> _ 613 <br /> NMI <br /> 316 <br /> 323 <br /> M6 ""'4"wWr <br /> 6430236 <br /> MIMI <br /> MIN <br /> 111111 <br /> -660 <br /> = 31 <br /> -1913 <br /> 261 <br /> -56.3 0 <br /> 1.1.11 <br /> 326 <br /> -1510 <br /> 1.11011 <br /> 1101111 <br /> e <br /> MIN <br /> 1.111 <br /> 666 <br /> -650 <br /> NMI <br /> -380 <br /> 05-1 3021112611611 <br /> 166A16x1 <br /> Figure 4-Flexural stress on 6 x 10 beam <br /> OI6eY b666.MTq +^ <br /> M6:16N <br /> Ab 1 16r <br /> 106E <br /> - 660 <br /> _ 60, <br /> 1111111 <br /> 662 <br /> 113 <br /> MIN <br /> 924EMI <br /> 63s716111 <br /> {.6 <br /> 356 <br /> - 267 <br /> 116 <br /> ONE <br /> 693 <br /> MEM <br /> EMI210r6-01 <br /> _ !6• <br /> _ 116 <br /> EMI267 156.3 1. <br /> MINI <br /> R +6s <br /> 1 £rrft <br /> 43, <br /> MEM <br /> _ 622 <br /> NONau <br /> - a61 <br /> _ a7 <br /> 4770 <br /> _ -1062 <br /> 66.,6.7611 h2M)11 <br /> SUP" <br /> Figure 5-Shear stress on steel plates <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 5/ 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />