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• <br /> PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> ->Distributive load on beam, w0 - from level 2 <br /> ->From location 0.00 ft to 20.12 ft <br /> Compute typical distributive loads <br /> Joist cantilever span 1, a = 0.00 ft <br /> Joist cantilever span 2, c = 0.00 ft <br /> bl = Li - a - c = 25.71 - 0.00 - 0.00 = 25.71 ft <br /> b2 = L2 - a - c = 25.71 - 0.00 - 0.00 = 25.71 ft <br /> wl or w2 = load, psf x L x (L - 2 x c) / (2 x bl or b2) <br /> wS = 25.00 psf x 25.71 ft x (25.71 ft - 2 x 0.00) / (2 x 25.71) = 321.35 lb/ft <br /> wn = 15.00 psf x 25.71 ft x (25.71 ft - 2 x 0.00) / (2 x 25.71) = 192.81 lb/ft <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 42 / 67 <br /> Copyright©2022 Custom Design&Engineering,Inc.All rights reserved. <br />