5316 ROCKEFELLER AVE 2025-03-10 - Laserfiche WebLink

PROJECT NAME: HULTS RESIDENCE ADDITION JOB: X10-2854 such as shear wall, window, filler (non-shear load), drag element. 2. length = indivisual panel length (within a braced wall line). 3. xl = the start dimension for the distributive load - measured from LHS end of panel. 4. x2 = the end dimension for the distributive load - measured from LHS end of panel. 5. Multiple distributive loads may be supported by a panel. 6. Multiple distributive loads shown are not sorted - along the span of the panel. 7. * = Wall Dead load (wall dead load does not apply to drag elements and window panels). Wall dead loads are summed up with framing dead loads where applicable (which includes beam drag elements and window hdrs). See Table 2b below. 8. OPEN = Window/Door, DRAG = Drag strut, NO-SW = filler panel (no shear capacity) SW = Shear panel. Table 2b - Unfactored Reaction forces at panels DIRECTION 1 DIRECTION 2 Reaction Location D S L W I E W I E W I from end I Uplift I I I (ft) I lb lb lb lb I lb lb I lb lb I 2-0 0.00 I 0 0 0 0 I 0 0 I 0 0 I 2-1 6.00 I 451 0 0 0 I -2201 -3034 I '2201 3034 I 2-2 14.58 I 451 0 0 0 I 2201 3034 I -2201 -3034 I 2-3 20.58 I 0 0 0 0 I 0 0 I 0 0 I 1-0 0.00 I 0 0 0 0 I 0 0 I 0 0 I 1-1 6.00 I 863 0 0 0 I -5443 -8300 I 5443 8300 I 1-2 14.58 I 863 0 0 0 I 5443 8300 I -5443 -8300 I 1-3 20.58 I 0 0 0 0 I 0 0 I 0 0 I Notes: 1. Reaction X-Y, X = level, Y = panel sequence id 2. D = DEAD LOAD, L = LIVE LOAD, W-UPLIFT = WIND UPLIFT LOAD W = WIND LOAD, E = SEISMIC LOAD 3. D = (Panel Height x Panel Width x Panel weight = 12.0 psf) / 2 Dead load vectors are summed at abutting panels 4. DIRECTION 1 = LOAD DIRECTION LEFT TO RIGHT 5. DIRECTION 2 = LOAD DIRECTION RIGHT TO LEFT 6. NEGATIVE VALUES = UPLIFT OR TENSION CUSTOM DESIGN & ENGINEERING, INC. March 3, 2022 Page 21 /67 Copyright©2022 Custom Design&Engineering,Inc.All rights reserved.