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. PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Analysis of SW Grid Line 2 <br /> Design Rho = 1.0 <br /> Table 1 - Shears <br /> Level Sum 8 H Max Aspect E Ew E+Ew W vE vW Max MARK <br /> ft ft Ratio lb lb lb lb plf plf plf <br /> 2 8.6 8.8 1.0 1662 497 2159 2976 176 149 176 SW-1 <br /> 1 8.6 8.0 0.9 2750 728 3478 5650 284 282 284 SW-3 <br /> Notes <br /> 1. b = sum of all solid panels. <br /> 2. H / W = Maximum aspect ratio of all panels within a SW. <br /> 3. E - Unfactored seismic forces(Summed between levels) = rho x Qe. <br /> 4. Ew - Unfactored Wall inertia force (wall & window panels) includes rho. <br /> 5. E + Ew = Total unfactored seismic load. <br /> 6. W - Unfactored wind forces(Summed between levels). <br /> 7. vE = 0.7 x vE(ASD factored shear). <br /> 8. wW = 0.6 x vW / 1.4. <br /> 9. * = Shear values includes effects of vertical shears due hold-down reactions <br /> from upper levels (if applicable). <br /> Table 2a - Vertical loads on panels <br /> Level Panel#/ Length xl x2 Dead Snow Live Wind Uplift <br /> Type ft ft ft lb/ft lb/ft lb/ft lb/ft <br /> 2 0/OPEN 6.00 0.00 6.00 0.0* - - - <br /> 2 1/SW 8.58 0.00 8.58 105.0* - - - <br /> 2 2/OPEN 6.00 0.00 6.00 0.0* - - - <br /> 1 0/OPEN 6.00 0.00 6.00 0.0* - - - <br /> 1 1/SW 8.58 0.00 8.58 96.0* - - - <br /> 1 2/OPEN 6.00 0.00 6.00 0.0* - - - <br /> Notes: <br /> 1. A panel is considered an element within a braced wall line. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 20 167 <br /> Copyright 0 2022 Custom Design&Engineering,Inc_All rights reserved. <br />