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. PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> 2 0/SW 4.29 0.00 4.29 105.0* - - <br /> 2 1/OPEN 6.00 0.00 6.00 0.0* - - - <br /> 2 2/SW 4.00 0.00 4.00 105.0* - - - <br /> 1 0/SW 4.15 0.00 4.15 96.0* - - - <br /> 1 1/OPEN 6.00 0.00 6.00 0.0* - - <br /> 1 2/SW 4.08 0.00 4.08 96.0* - - <br /> Notes: <br /> 1. A panel is considered an element within a braced wall line. <br /> such as shear wall, window, filler (non-shear load), drag element. <br /> 2. length = indivisual panel length (within a braced wall line). <br /> 3. xl = the start dimension for the distributive load - measured from LHS end of panel. <br /> 4. x2 = the end dimension for the distributive load - measured from LHS end of panel. <br /> 5. Multiple distributive loads may be supported by a panel. <br /> 6. Multiple distributive loads shown are not sorted - along the span of the panel. <br /> 7. * = Wall Dead load (wall dead load does not apply to drag elements and window panels). <br /> Wall dead loads are summed up with framing dead loads where applicable <br /> (which includes beam drag elements and window hdrs). See Table 2b below. <br /> 8. OPEN = Window/Door, DRAG = Drag strut, NO-SW = filler panel (no shear capacity) <br /> SW = Shear panel. <br /> Table 2b - Unfactored Reaction forces at panels <br /> DIRECTION 1 DIRECTION 2 <br /> Reaction Location D S L W 1 E W 1 E W 1 <br /> from end ( Uplift 1 I I <br /> (ft) I lb lb lb lb I lb lb I lb lb 1 <br /> 2-0 0.00 I 225 0 0 0 1 -1717 -1851 1 1717 1851 1 <br /> 2-1 4.29 I 225 0 0 0 1 1717 1851 1 -1717 -1851 1 <br /> 2-2 10.29 I 210 0 0 0 1 -1717 -1851 1 1717 1851 1 <br /> 2-3 14.29 I 210 0 0 0 1 1717 1851 1 -1717 -1851 <br /> 1-0 0.00 I 424 0 0 0 1 -4288 -5615 1 4288 5615 1 <br /> 1-1 4.15 ( 199 0 0 0 1 4288 5615 1 -4288 -5615 1 <br /> 1-2 10.15 I 196 0 0 0 1 -4288 -5615 1 4288 5615 1 <br /> CUSTOM DESIGN & ENGINEERING, INC.. <br /> March 3, 2022 Page 28 / 67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved_ <br />