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SABCO CONSULTING ENGINEEI I1J4ic. Title: KOMOHANN I SIDENCE REMODEL Job#17025 <br /> 11322 34TH DRIVE SE Dsgnr: KIHALED SABRA,ME,PE Date: 12:28PM, 7 MAR 17 yEVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS � <br /> lCM° 'it442G3 Rd./11,0 Ott <br /> 1 002. 2, ` Dk Scope: ONE BEAM AND IT SUPPORTS <br /> - -- - - <br /> Rev 580000 ,, -_ -___ _ <br /> . User.KW-0605036.Ver 5.8.0,1-Oec-2003 General Timber Beam Page 1 <br /> (c)1983-2003 ENERCALC Engineering Software beams.ecw Calculations <br /> Description BEAM BETWEEN DINING. KITCHEN AND LIVING <br /> General n ormation .Base allowables are user defined <br /> Section Name 5.125x15 Center Span 17.25 ft Lu 0.00 ft <br /> Beam Width 5.125 in Left Cantilever ft Lu 0.00 ft <br /> Beam Depth 15.000 in Right Cantilever ft Lu 0.00 ft <br /> Member Type GluLam 24F-V4 <br /> Fb Base Allow. 2,400.0 psi <br /> Load Dur.Factor 1.150 Fv Allow 240.0 psi <br /> Beam End Fixity Pin-Pin Fc Allow 650.0 psi <br /> E 1,800.0 ksi <br /> Full Len•th Uniform Loads <br /> Center DL 385.00#/ft LL 643.00 #/ft <br /> Left Cantilever DL #/ft LL #/ft <br /> Right Cantilever DL #/ft LL #/ft <br /> Summary <br /> Beam Design OK <br /> Span=17.25ft,Beam Width=5.125in x Depth=15.in,Ends are Pin-Pin <br /> Max Stress Ratio 0.867 : 1 <br /> Maximum Moment 38.2 k-ft Maximum Shear* 1.5 13.3 k <br /> Allowable 44.1 k-ft Allowable 21.2 k <br /> Max.Positive Moment 38.24 k-ft at 8.625 ft Shear: @ Left 8.87 k <br /> Max.Negative Moment 0.00 k-ft at 17.250 ft @ Right 8.87 k <br /> Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in <br /> Max @ Right Support 0.00 k-ft @ Center 0.443 in <br /> Max.M allow 44.09 Reactions... @ Right 0.000 in <br /> fb 2,387.47 psi fv 173.00 psi Left DL 3.32 k Max 8.87k <br /> Fb 2,752.71 psi Fv 276.00 psi Right DL 3.32 k Max 8.87 k <br /> Deflections <br /> s, ..Center Span... Dead-Load Total <br /> Load Left Cantilever... Dead Load Total Load <br /> Deflection -0.296 in -0.789 in Deflection 0.000 in 0.000 in <br /> ...Location 8.625 ft 8.625 ft ...Length/Deft 0.0 0.0 <br /> ...Length/Defl 700.2 262.25 Right Cantilever... <br /> Camber(using 1.5*D.L.Defl)... Deflection 0.000 in 0.000 in <br /> @ Center 0.443 in ...Length/Defl 0.0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br /> Q� v* -1�. <br /> G + z <br /> ' 49ii <br /> G/STSF 4.7 <br /> 570, <br /> APPv <br /> SC -5 <br /> s Pcr a(c r,--*Mc= . <br /> ori ,S tgc-el - <br />