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• PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Typical dead weight component acting where the hold-down occurs is: <br /> D = weight of wall x width x height/ 2, where the weight of the wall = 12 psf for example. The <br /> dead weights are cumulative from top to bottom. <br /> Snow, Live and Wind uplift load = load, lb/ft x L/2 <br /> Table 2b - Unfactored Reaction forces at panels <br /> DIRECTION 1 DIRECTION 2 <br /> Reaction Location I D S L W 1 E W I E N I <br /> from end I Uplift j I <br /> (It) I lb lb lb lb I lb lb I lb lb j <br /> 3-0 OA 850 0 1.371 -857 E 1025 -471 1025 471 <br /> 3-1 7.0 1154 0 1860 -1163 j 1025 471 -1025 -471 <br /> 3-2 14.1 813 0 484 -302 j -1025 -471 1025 471 ( <br /> 3 3 24.3 913 0 685 -428 j 1025 471 -1025 471 <br /> 3-4 9.5 380 0 490 -306 j 0 0 0 D <br /> 3-5 11.1 401 0 484 -302 j 0 0 0 0 <br /> 3-6 27.8 425 0 685 -428 I 0 0 0 0 <br /> 2-0 0.0 2262 0 3541 -857 i -2594 -1712 2594 1712 <br /> 2-1 7.0 1154 0 1860 -1163 I 0 0 0 0 <br /> 2 2 9.5 380 0 979 -61.2 0 0 0 0 <br /> 2-3 11.1 3309 0 4105 -605 I 2081 147E -2081 -1476 <br /> 2-4 14.1 0 0 484 -302 j 0 0 0 0 <br /> 2.5 17.1 1481 0 968 0 j -2459 •1650 2459 1650 <br /> 2.6 24.3 2659 0 2056 -857 I 2972 1885 -2972 -1885 <br /> 2-7 27.8 871 0 1371 -428 I 0 0 0 0 <br /> 1-0 0.0 4508 0 6234 -857 I -3533 -2750 3533 2750 <br /> 1-1 7.0 1154 0 1860 -1163 I 0 0 0 0 <br /> 1-2 9.5 380 0 1469 -918 j 0 0 0 0 <br /> 1 3 11.1. 3309 0 41.05 -605 I 0 0 0 0 <br /> 1-4 14.1 0 0 484 -302 I 0 0 0 0 <br /> 1-5 17.1 1481 0 968 0 j 0 0 0 0 <br /> 1-6 24.3 2659 0 2056 -857 0 0 0 0 <br /> 1-7 25.8 2246 0 2693 0 j 3533 2750 -3533 -2750 <br /> Notes <br /> 1. Reaction X-Y, X level, Y - panel sequence id <br /> 2. D = DEAD LOAD, L .. LIVE LOAD, W-UPLIFT = WIND UPLIFT LOAD <br /> W = WIND LOAD, C = SEISMIC LOAD <br /> 3. D = (Panel Height x Panel Width x Panel weight = 12.0 psf + Roof or Dead load)/ 2 <br /> Dead load vectors are summed at abutting panels <br /> 4. DIRECTION 1 = MAD DIRECTION LEFT TO RIGHT <br /> 5. DIRECTION 2 LOAD DIRECTION RIGHT TO LEFT <br /> 6. NEGATIVE VALUES - UPLIFT OR TENSION <br /> The table above shows the point loads applied at each panel (solid, open, etc). <br /> The Reaction location 3-0, denotes 3rd level, 1st panel located 0 ft from the left. <br /> The Reaction location 2-4, denotes 2"d level, 51h panel located 14.1 ft from the left. <br /> CUSTOM DESIGN & ENGINEERING. INC. <br /> March 3, 2022 Page 64 / 67 <br /> Copyright 0 2022 Custom Design&Engineering,Inc.All rights reserved. <br />