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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> Excerpt from the beam analysis where <br /> the overturning forces are applied w/ <br /> the omega-not factored <br /> ->From location 7.81 ft to 9.13 ft <br /> ->Distributed load from mall cladding loads, il . 108.0 lb/ft <br /> -> Weight of wall = 12.ee 6s4 x Height - 9.00 Ft - 108.80 lb/ft <br /> Point load 5 from shear wall overturning <br /> //7---- <br /> iP-WIHD_POS - 2920.5 lb @ loc = 3.60 +t <br /> P-SEISMIC_POS = 7264.6 lb i loc = 3.6e ft <br /> E (SEISMIC) - OMEGA X QE *** = 0.7 x 3.00 X 7265 lb = 15256 lb. <br /> P-WIND_HEG = -2920.5 lb @ loc = 3.60 ft <br /> P-SEISMIC_NEG m -7264.6 lb @ loc . 3.58 ft <br /> E (SEISMIC) = OMEGA X QE ..4 =, 0.7 x 3.0e X -7265 lb ..-.. -15256 lb <br /> Point load 6, from shear wall overturning <br /> o_witip_pos . -2701.9 lb loc . 7.35 ft <br /> P-SEISMIC_PCS = -6472.5 lb @ loc . 7.35 ft <br /> E (SEISMI() .- OMEGA X QE *.• . 0.7 x 3.00 X -6472 lb - -13592 lb <br /> P-WIND_NEG = 2701.9 10 @ loc ,. 7.35 ft <br /> \‘''\ P-SEISMIC_NEG • 6472.5 lb fi loc • 7.35 ft <br /> E (SEISMIC) .. OMEGA X QE *** . 0.7 x 3.ee X 6472 lb -, 13592 lb ........) <br /> ->Computed moments and shears (Factored) <br /> Max shear . 6619 lbs 0.6D - 0,7E (2.4-8b) <br /> Min shear + -6991 lbs D + 0.7E (2.4-5c) <br /> Max moment - 18738 ft-lbs 0 + 0.7E (2.4-5c) <br /> Min moment . -16532 ft-lbs 0.6D - 0.7E (2.4-8b) <br /> Controlling factored loads. In this <br /> example only cladding and wall dead <br /> loads are acting on this beam. <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 67 / 67 <br /> Copyright 0 2022 Custom Design&Engineering, Inc.All rights reserved. <br />