5316 ROCKEFELLER AVE 2025-03-10 - Laserfiche WebLink

PROJECT NAME: HULTS RESIDENCE ADDITION JOB: X10-2854 2 0/SW 4.29 0.00 4.29 105.0* - - - 2 1/OPEN 6.00 0.00 6.00 0.0* - - 2 2/SW 4.00 0.00 4.00 105.0* - - 1 0/DRAG 8.69 0.00 8.69 0.0* - - - 1 1/SW 5.50 0.00 5.50 96.0* - - Notes: 1. A panel is considered an element within a braced wall line. 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 I D S L W 1 E W 1 E W 1 from end I Uplift 1 1 1 (ft) I lb lb lb lb 1 lb lb 1 lb lb 1 2-0 0.00 ( 225 0 0 0 1 -1717 -1851 1 1717 1851 1 2-1 4.29 I 225 0 0 0 I 1717 1851 1 -1717 -1851 1 2-2 10.29 I 210 0 0 0 I -1717 -1851 1 1717 1851 1 2-3 14.29 I 210 0 0 0 I 1717 1851 1 -1717 -1851 1 1-0 0.00 I 225 0 0 0 I -848 -914 1 848 914 1 1-1 4.29 1 225 0 0 0 I 0 0 1 0 0 1 1-2 8.69 I 264 0 0 0 I -4215 -6029 1 4215 6029 1 1-3 10.29 I 210 0 0 0 I 0 0 1 0 0 I CUSTOM DESIGN & ENGINEERING, INC. March 3, 2022 Page 35 /67 Copyright©2022 Custom Design&Engineering,Inc.All rights reserved.