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SAB�O CONSULTING ENGINEE�C. <br />11322 34th. DRIVE S.E. <br />EVERETT, WASHINGTON 98208 <br />SABCOENGINEERS.COM <br />Title : WEISER RE�NCE REMODEL Job # 201407 <br />Dsgnr: KHALED SABRA,M.E,P.I Date: 10:36AM, 3 MAR 14 <br />Description : DESIGN MEETS THE 2012 IBC STANDARDS <br />Scope : SCOPE OF WORK: ONE BEAM ABOVE LIVING <br />General Timber Beam <br />Description GL OPTION NEW BEAM ABOVE LIVING ROOM SPANING 20'-3" <br />General Intormatlon <br />Section Name 3.125x18 <br />Beam Width 3.125 in <br />Beam Depth 18.000 in <br />Member Type GluLam <br />Load Dur. Factor 1.150 <br />Beam End Fixity Pin-Pin <br />I Full Length Uniform Loads <br />Center DL <br />- Left Cantilever DL <br />Right Cantilever DL <br />Center Span <br />Left Cantilever <br />Right Cantilever <br />Douglas Fir, 24F - V4 <br />Fb Base Allow <br />Fv Allow <br />Fc Allow <br />E <br />20.25ft .....Lu <br />ft .....Lu <br />ft .....Lu <br />2,400.0 psi <br />240.0 psi <br />650.0 psi <br />1,800.0 ksi <br />263.00 #/ft LL 430.00 #/ft <br />#/ft LL #/ft <br />#Jft LL #/ft <br />Page 1 <br />-- - - <br />Base allowables are user defined 0 <br />Span= 20.25ft, Beam Width = 3.125in x Depth = 18.in, Ends are Pin-Pin <br />Max Stress Ratio o.s�5 : � <br />Maximurrz Moment 35.5 k-ft Maximum Shear'� 1.5 <br />Allowable 3s.s k-ft Allowable <br />Max. Positive Moment 35.52 k-ft at 10.125 ft Shear: @ Left <br />Max. Negative Moment 0.00 k-ft at 20.250 ft @ Right <br />Max @ Left Support 0.00 k-ft Camber: @ Left <br />Max @ Right Support 0.00 k-ft <br />Max. M allow 38•81 Reactions... <br />fb 2,525.98 psi fv 187.11 psi Left DL 2.66 k <br />Fb 2,760.00 psi Fv 276.00 psi Right DL 2.66 k <br />Deflections <br />Deflection -0.364 in <br />...Location 10.125 ft <br />...Length/Defl 667.6 <br />Camber ( using 1.5 " D.L. Defl )... <br />Q Center 0.546 in <br />@ Left 0.000 in <br />@ Right 0.000 in <br />Stress Calcs <br />-� <br />Bending Analysis <br />Ck 20.711 Le <br />Cv 1.000 Rb <br />@ Center <br />@ Left Support <br />@ Right Support <br />Shear Analysis <br />Design Shear <br />Area Required <br />Fv: Allowable <br />Bearing @ Supports <br />Max. Left Reaction <br />Max. Right Readion <br />0.000 ft <br />0.000 <br />Max Moment <br />35.52 k-ft <br />0.00 k-ft <br />0.00 k-ft <br />@ Left Support <br />10.52 k <br />38.134 in2 <br />276.00 psi <br />7.02 k <br />7.02 k <br />-0.959 in Deflection <br />10.125 ft ...Length/Defl <br />253.37 Right Cantilever... <br />Deflection <br />..: Length/Defl <br />S�oc 168.750 in3 <br />CI 0.000 <br />S�oc Rea'd <br />154.44 in3 <br />0.00 in3 <br />0.00 in3 <br />@ Right Support <br />10.52 k <br />38.134 in2 <br />276.00 psi <br />Bearing Length Req'd <br />Bearing Length Req'd <br />@ Center <br />@ Right <br />Max <br />Max <br />� <br />0.00 ft <br />0.00 ft <br />0.00 ft <br />Beam Design OK <br />10.5 k <br />15.5 k <br />7.02 k <br />7.02 k <br />0.000 in <br />0.546 in <br />0.000 in <br />7.02 k <br />7.02 k <br />0.000 in 0.000 in <br />0.0 0.0 <br />0.000 in 0.000 in <br />0.0 0.0 <br />Area 56.250 in2 <br />Allowable tb <br />2,760.00 psi <br />2,760.00 psi <br />2,760.00 psi <br />3.454 in <br />3.454 in <br />�� <br />� <br />