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PROJECT NAME: HULTS RESIDENCE ADDITION <br /> JOB: X10-2854 <br /> ->Beam properties (2D xy axis) : <br /> Span = 19.50 ft <br /> Area = 62.34 sq.in <br /> Sx = 123.39 sq.in <br /> Ixx = 732.62 sq.in <br /> ->Check shear : <br /> fv = 1.5 x V / Area = 1645 / 62.34 = 39.59 psi <br /> F'v = 290 x 1.15 = 333.50 psi <br /> Fv = 290 psi, CD = 1.00 <br /> ->Check moment : <br /> fb = M x 12 / Sx = 96481 / 123.39 = 781.93 psi <br /> Fb = 2900 psi, CD = 1.15, Cf = 1.00, Cl = 1.00. <br /> Fb' x CD x CF x CL = 3339 psi <br /> ->Check bearing : <br /> ->Check deflections : <br /> Number of deflection spans = 1 <br /> Deflection span 0, Length = 19.50 ft Combined deflection = -0.377 (]J + S (2.4-3) ] <br /> Allowed = 19.50 x 12 / 360.0 = 0.650 in. <br /> Allowed (Seismic controled) = 19.50 x 12 / 180.0 = 1.300 in. <br /> ,tWW,IWm <br /> CUSTOM DESIGN & ENGINEERING, INC. <br /> March 3, 2022 Page 51 / 67 <br /> Copyright©2022 Custom Design&Engineering, Inc.All rights reserved. <br />