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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> 1-3 14.23 I 406 0 0 0 I 4288 5615 I -4288 -5615 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 I DIRECTION 2 <br /> MIN MAX I <br /> from end I LC1 LC2 LC3 LC4 LC5 LC6 I LC1 LC2 LC3 LC:4 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 -976 -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 -976 -608 -676 -975 -1097 I <br /> -1097 1427 I <br /> 2-2 10.3 I -900 -992 -623 -691 -984 -1104 I 1320 1412 1043 1111 1236 1299 I <br /> -1104 1412 I <br /> 2-3 14.3 I 1320 1412 1043 1111 1236 1299 I -900 -992 -623 -691 -984 -1104 I <br /> -1104 1412 I <br /> 1-0 0.0 I -2945 -2577 -2102 -1827 -3114 -2804 I 3793 3426 2951 2675 3624 3198 I <br /> -3114 3793 I <br /> 1-1 4.1 I 3568 3200 2726 2450 3488 3094 I -3170 -2802 -2328 -2052 -3250 -2909 I <br /> -3250 3568 I <br /> 1-2 10.1 I -3173 -2805 -2331 -2055 -3251 -2910 I 3565 3197 2723 2447 3487 3092 I <br /> -3251 3565 I <br /> 1-3 14.2 I 3775 3407 2933 2657 3613 3190 I -2963 -2595 -2121 -1845 -3125 -2813 I <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 29 167 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved- <br />