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t <br /> SABCO CONSULTING ENGINEERS INC. Title: EVANS RESIDENCE Job#18069 .(:::)'2, <br /> 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 10:15AM, 30 NOV 18 ( 1 <br /> EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS AND''-- <br /> SPEGIFIGATIONS <br /> Scope: FRAMING <br /> 1 User KW0605036,Ver 5.8 0.1-t7ac- General Timber Beam Page 1 <br /> (c)1583-2003 2403 <br /> ENERCALE .mooingSoftware <br /> beams ecrrCaiculatians <br /> Description REVISED NON 30 2018 24 FEET BEAM ABOVE GARAGE RUNING NORTH SOUTH <br /> (UFF) <br /> General Information Base allowables are user defined <br /> Section Name 5.125x19.5 Center Span 23.50 ft Lu 0.00 ft <br /> Beam Width 5.125 in Left Cantilever ft Lu 0.00 ft <br /> Beam Depth 19.500 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 1.000 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 105.00#/ft LL 280.00 #/ft <br /> Left Cantilever DL #/ft LL #/ft <br /> Right Cantilever DL #/ft LL #/ft <br /> Point Loads <br /> Dead Loads 03•.0lbs lbs lbs 1•a lbs lbs lbs <br /> Live Load 2,764.0 lbs lbs lbs lbs lbs lbs lbs <br /> ...distance 11,750 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft <br /> Beam Design OK <br /> Span=23.50ft,Beam Width=5.125in x Depth=19.5in,Ends are Pin-Pin <br /> Max Stress Ratio 0.790 : 1 <br /> Maximum Moment 48,9 k-ft Maximum Shear* 1.5 9.6 k <br /> Allowable 61.2 k-ft Allowable 24.0 k <br /> Max.Positive Moment 48.90 k-ft at 11.750 ft Shear: @ Left 6.42 k <br /> Max.Negative Moment 0.00 k-ft at 0.000 ft @ Right 6.42 k <br /> Max©Left Support 0.00 k-ft Camber: @ Left 0.000 in <br /> Max @ Right Support 0.00 k-ft @I Center 0.317 in <br /> Max,M allow 61.19 Reactions... @ Right 0.000 in <br /> fb 1,806.74 psi fv 96.42 psi Left DL 1.75 k Max 6.42 k <br /> Fb 2,260.69 psi Fv 240,00 psi Right DL 1.75 k Max 6.42 k <br /> r.___ <br /> I.Deflections <br /> Center Span...an... Dad Load Total Load Left Cantilever... Dead Load Total Load <br /> Deflection -0.211 in -0.775 in Deflection 0.000 in 0.000 in <br /> ...Location 11.750 ft 11.750 ft ...Length/Defl 0.0 0.0 <br /> ...Length/Deft 1,334.5 363.91 Right Cantilever... <br /> Camber(using 1.5*Di.Deff)... Deflection 0,000 in 0.000 in <br /> @ Center 0.317 in ...Length/Defi 0,0 0.0 <br /> ij Left 0.000 in <br /> fg Right 0.000 in <br />