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PROJECT NAME: HULTS RESIDENCE <br /> JOB: X10-2854 <br /> 29 Main 4899 3.9 -275 0 189 -3.9 275 0 <br /> 31 Main 4901 9.5 -274 0 191 -9.5 274 0 <br /> 33 Main 4895 11.1 -274 0 185 -11.1 274 0 <br /> 35 Main 4897 24 -260 0 187 -24 260 0 <br /> 36 Main 4862 22 -287 0 2525 -22 287 0 <br /> 38 Main 4908 2.58 -311 0 2571 -2.58 311 0 <br /> 40 Main 4910 18.2 -308 0 2573 -18.2 308 0 <br /> 42 Main 4904 2.22 -299 0 2567 -2.22 299 0 <br /> 44 Main 4906 1.8 -304 0 2569 -1.8 304 0 <br /> 46 Main 4918 -2.17 -304 0 2581 2.17 304 0 <br /> 48 Main 4920 -6.84 -302 0 2583 6.84 302 0 <br /> 50 Main 4914 -11 -304 0 2577 11 304 0 <br /> 52 Main 4916 -18.9 -307 0 2579 18.9 307 0 <br /> 55 Main 4891 -19.3 -271 0 2554 19.3 271 0 <br /> 57 Main 4893 -11.6 -270 0 2556 11.6 270 0 <br /> 59 Main 4887 -10.9 -272 0 2550 10.9 272 0 <br /> - <br /> 61 Main 4889 -4 01 E -278 0 2552 4.201E 278 0 <br /> 63 Main 4894 7�1 E -272 0 2557 7.601E 272 0 <br /> 65 Main 4899 3.9 -275 0 2562 -3.9 275 0 <br /> 67 Main 4901 9.5 -274 0 2564 -9.5 274 0 <br /> 69 Main 4895 11.1 -274 0 2558 -11.1 274 0 <br /> 71 Main 4897 24 -260 0 2560 -24 260 0 <br /> 72 Main 5911 -50.3 -132 0 3574 50.3 132 0 <br /> 73 Main 6183 67.3 -81.9 0 3846 -67.3 81.9 0 <br /> 74 Main 6183 67.3 -81.9 0 1473 -67.3 81.9 0 <br /> 75 Main 5911 -50.3 -132 0 1201 50.3 132 0 <br /> 76 Main 6158 -64.9 -75.9 0 1448 64.9 75.9 0 <br /> 77 Main 5943 38.9 -126 0 1233 -38.9 126 0 <br /> 78 Main 5943 38.9 -126 0 3606 -38.9 126 0 <br /> 79 Main 6158 -64.9 -75,9 0 3821 64.9 75.9 0 <br /> Maximum load = 311 lb per the table above. <br /> 1.1.2 Footing Design <br /> The reaction of the "new beam", R = 676 x 19.83/2 = 6703 lb <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> October 20, 2021 Page 9/ 17 <br /> Copyright©2021 Custom Design&Engineering,Inc.All rights reserved. <br />