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• <br /> PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> 1-4 14.19 I 264 0 0 0 1 5063 6943 I -5063 -6943 I <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, E = SEISMIC LOAD <br /> 3. D = (Panel Height x Panel Width x Panel weight = 12.0 psf) / 2 <br /> Dead load vectors are summed at abutting panels <br /> 4. DIRECTION 1 = LOAD DIRECTION LEFT TO RIGHT <br /> 5. DIRECTION 2 = LOAD DIRECTION RIGHT TO LEFT <br /> 6. NEGATIVE VALUES = UPLIFT OR TENSION <br /> Table 3 - Factored Reaction forces at panels <br /> Reaction Location I DIRECTION 1 1 DIRECTION 2 1 <br /> MIN MAX <br /> from end I LC1 LC2 LC3 LC4 LC5 LC6 I LC1 LC2 LC3 LC4 LC5 LC6 I <br /> LOAD LOAD I <br /> (ft) I lb lb lb lb lb lb I lb lb lb lb lb lb I <br /> lb lb I <br /> 2-0 0.0 I -885 -977 -608 -676 -975 -1097 I 1336 1427 1058 1127 1246 1306 I <br /> -1097 1427 I <br /> 2-1 4.3 I 1336 1427 1058 1127 1246 1306 I -885 -977 -608 -676 -975 -1097 I <br /> -1097 1427 I <br /> 2-2 10.3 I -901 -992 -623 -691 -985 -1104 I 1321 1412 1043 1111 1237 1299 I <br /> -1104 1412 I <br /> 2-3 14.3 I 1321 1412 1043 1111 1237 1299 I -901 -992 -623 -691 -985 -1104 I <br /> -1104 1412 I <br /> 1-0 0.0 I -323 -368 -186 -220 -413 -489 I 774 819 637 671 684 698 I <br /> -489 819 I <br /> 1-1 4.3 I 225 225 225 225 135 105 I 225 225 225 225 135 105 I <br /> 105 225 I <br /> 1-2 8.7 I -3353 -2686 -2449 -1949 -3459 -2828 I 3881 3214 2977 2477 3776 3073 I <br /> -3459 3881 I <br /> 1-3 10.3 I 210 210 210 210 126 97 I 210 210 210 210 126 97 I <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 36 /67 <br /> Copyright Q 2022 Custom Design&Engineering,Inc.All rights reserved. <br />