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PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> FEA Results <br /> The finite element model consists of shell elements. The steel plate elements (steel with E = 29 x 106)are 3/4" <br /> thick and the 6 x 10 beam elements are 5.5" thck (Wood material, with E = 1.5 x 106). <br /> Steel plate bending stress = 15 ksi < 0.6 x 36 = 21.6 ksi <br /> Steel plate shear stress = 1100 psi (Low) <br /> 6 x 10 bending stess = 780 psi < 850 psi (HF#2), with CD = 1. <br /> 6 x 10 shear stess = 57.8 psi < 150 psi (HF#2), with CD = 1. <br /> Deflection = 0.638 in < L/360 = 19.83 ft x 12 /360 = 0.66" (OK) <br /> 1.1.1 Bolting requirements <br /> x <br /> Figure 8-Bolting requirements <br /> Use 5/8"ASTM A307 bolts in double shear <br /> Bolt capacity per NDS Section 8.1 <br /> Bolt diameter = 0 . 625 in . <br /> Fes = 45000 for ASTM A307 bolts <br /> Main member = Hem-Fir <br /> tm = 5 . 500 in. <br /> Thetam = 0 . 0 degrees <br /> Fe,parallei = Fem = 4816 psi <br /> Side member = Steel <br /> t, = 0 . 750 in. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 7/ 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />