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• PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> D,L,W lbltt D,L,W lb/ft D,L,W bait D.L,W lb/ff <br /> 1518701bE) +.a vu auaa i' <br /> Level-R <br /> t <br /> 682.01b(E-Wan) SW-i SW-1 <br /> 8.00 <br /> U � D,LW1. - k ia L YW DI Uxrt1 <br /> inr0E) , 1 , f , / <br /> 7.00' 2.a 158'-L3..r Aill 10.1 i 350' a Level-2 <br /> 75 <br /> 520.6lb(E-Wall}— " SW-1 SW-1. <br /> 9P0- <br /> 1745�(WI <br /> 1 4' I /if I * v ,' I <br /> 58110 81E) Le1e11 <br /> 1.£,l3' 16 <br /> .00• 7.1T 3.50' e <br /> <7.75' <br /> 203.4lb(E-Wai)----... _ swn'-i - <br /> 8 Off, <br /> { 25 75 <br /> q 2575 <br /> Typical shear panel with all the forces acting <br /> Table 2a - Vertical loads or. panels <br /> Le:el parel `-en6th L`eac Sna„ Live bin« Uplift <br /> 41. 1taft lb(f7 1Wfi 1t.rf': <br /> 3 1 7.00 147 0 392 245 <br /> 3 2 2.50 117 5 392 -215 <br /> 3 3 2.58 5 0 0 e <br /> I C 1.00 121 0 371 -207 <br /> 3 5 10.17 0 5 0 0 <br /> 3 6 1.50 147 0 392 -245 <br /> 2 1 11.08 147 e 352 0 <br /> 1 2 6.00 121 2 323 0 <br /> 2 _ ..11 0 e 0 e <br /> 2 C 1.50 147 0 392 0 <br /> 1 1 2S.7S 78 0 209 0 <br /> The dead load, D is calculated from weight of the shear panel, wall with windows and walls not considered <br /> shear panels, and the weight on the framing (if any)that is supported by the three elements noted above. <br /> Snow and live loads are shown, but they do not control to the hold-down design (uplift). The snow load and the <br /> live load play a significant role when designing support beams for discontinuous elements. This analysis is <br /> performed in the beam design stage, where the shear wall overturning forces are combined with the vertical <br /> forces on the beam. This will be shown later. The wind uplift is additive to the hold-down reaction forces. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 63 / 67 <br /> Copyright Q 2022 Custom Design&Engineering,Inc.All rights reserved. <br />