5316 ROCKEFELLER AVE 2025-03-10 - Laserfiche WebLink

PROJECT NAME: HULTS RESIDENCE ADDITION JOB: X10-2854 ->Distributive load on beam, w0 - from level 1 ->From location 19.42 ft to 19.50 ft Compute typical distributive loads Joist cantilever span 1, a = 0.00 ft Joist cantilever span 2, c = 0.00 ft bl = Ll - a - c = 8.42 - 0.00 - 0.00 = 8.42 ft b2 = L2 - a - c = 8.42 - 0.00 - 0.00 = 8.42 ft wl or w2 = load, psf x L x (L - 2 x c) / (2 x bl or b2) wS = 25.00 psf x 8.42 ft x (8.42 ft - 2 x 0.00) / (2 x 8.42) = 105.21 lb/ft wD = 15.00 psf x 8.42 ft x (8.42 ft - 2 x 0.00) / (2 x 8.42) = 63.13 lb/ft ->Distributive load on beam, wl - from level 1 ->From location 19.50 ft to 0.08 ft wS = 25.00 psf x 8.42 ft x (8.42 ft - 2 x 0.00) / (2 x 8.42) = 105.21 lb/ft wD = 15.00 psf x 8.42 ft x (8.42 ft - 2 x 0.00) / (2 x 8.42) = 63.13 lb/ft Point load 2 from shear wall overturning P-WIND POS = 1850.9 lb @ loc = 0.00 ft P-SEISMIC POS = 1717.0 lb @ loc = 0.00 ft E (SEISMIC) = OMEGA X QE *** = 0.7 x 3.00 X 1717 lb = 3606 lb P-WIND NEG = -1850.9 lb @ loc = 0.00 ft P-SEISMIC NEG = -1717.0 lb @ loc = 0.00 ft E (SEISMIC) = OMEGA X QE *** = 0.7 x 3.00 X -1717 lb = -3606 lb ->Computed moments and shears (Factored) : Max shear = 1645 lbs D + S (2.4-3) Min shear = -1645 lbs D + S (2.4-3) Max moment = 8040 ft-lbs D + S (2.4-3) Min moment = -0 ft-lbs D + S (2.4-3) CUSTOM DESIGN & ENGINEERING, INC. March 3, 2022 Page 50167 Copyright©2022 Custom Design&Engineering,Inc.All rights reserved.