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PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> Thetas = 0 . 0 degrees <br /> Fs,parallel = Fsm = 58000 psi <br /> Re = 0 . 083 <br /> Rt = 7 . 333 <br /> Theta, = 0 . 0 degrees, Kt_ = 0 . 00 <br /> kl = 0 . 271 <br /> k2 = 0 . 503 <br /> k3 = 0 . 503 <br /> Mode IT, = 4139 lb <br /> Mode I, = 13594 lb <br /> Mode II = 2044 lb <br /> Mode III,,, = 2233 lb <br /> Mode III, = 3335 lb <br /> Mode IV = 2820 lb <br /> Bolt double shear capacity = 2820 lb <br /> Spring Group Node 1 Node 2 <br /> Id Name Id Fx Fy Fz Id Fx Fy Fz <br /> 0 Main 4862 22 -287 0 152 -22 287 0 <br /> 2 Main 4908 2.58 -311 0 198 -2.58 311 0 <br /> 4 Main 4910 18.2 -308 0 200 -18.2 308 0 <br /> 6 Main 4904 2.22 -299 0 194 -2.22 299 0 <br /> 8 Main 4906 1.8 -304 0 196 -1.8 304 0 <br /> 10 Main 4918 -2.17 -304 0 208 2.17 304 0 <br /> 12 Main 4920 -6.84 -302 0 210 6.84 302 0 <br /> 14 Main 4914 -11 -304 0 204 11 304 0 <br /> 16 Main 4916 -18.9 -307 0 206 18.9 307 0 <br /> 19 Main 4891 -19.3 -271 0 181 19.3 271 0 <br /> 21 Main 4893 -11.6 -270 0 183 11.6 270 0 <br /> 23 Main 4887 -10.9 -272 0 177 10.9 272 0 <br /> 25 Main 4889 4'�1 E -278 0 179 4'�1E 278 0 <br /> 27 Main 4894 -7'p�E- -272 0 184 7'�1E 272 0 <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 8 / 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />