Laserfiche WebLink
SABCO CONSULTING ENGINEEV ,.,NC. Title: DEPHILLIPS-.rcSiDENCE .lob#20069 <br /> 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 3:17PM, 28 DEC 20 <br /> EVERETT,WASHINGTON 98208 Description-DESIGN MEETS THE 2015 IBC STANDARDS AND <br /> SPECIFICATIONS �� <br /> Scope: FRAMINF AT BATHROOM REMODEL <br /> user fNv-0605036,Ver5.8,0,9-Dec-2003 General Timber Beam Page 1 <br /> (C)1983.2003 ENERCALC Engineering SofMare beams.ear.calculations <br /> Description NEW 4-2X8 SCABS AT CUT/DAMAGED 2X12 PARTIALLY SUPPORTING NEW Ewa <br /> BATHTUB AT BATHROOM REMODEL <br /> General Information - � Base allowables are user defined <br /> Section Name 4-2X8 Center Span 13.50 ft .Lu 0.00 ft <br /> Beam Width 6.000 in Left Cantilever ft . . .Lu 0.00 ft <br /> Beam Depth 7.250 in Right Cantilever ft . . .Lu 0,00 ft <br /> Member Type Sawn <br /> Fb Base Allow 850.0 psi <br /> Load Dur. Factor 1.000 Fv Allow 150.0 psi <br /> Beam End Fixity Pin-Pin Fc Allow 405.0 psi <br /> E 1,300.0 ksi <br /> �Trapezoidal Loads -- -_� I IN <br /> L <br /> #1 DL @ Left 33.00 #/ft LL @ Left 54.00 #/ft Start Loc 0,000 ft <br /> DL @ Right 33.00 #/ft LL @ Right 54,00 #tft End Loc 4.000 ft <br /> #2 DL @ Left 33.00 #/ft LL @ Left 64.00 #/ft Start Loc 4,000 ft <br /> DL @ Right 33,00 #/ft LL @ Right 64.00 #ht End Loc 10.000 ft <br /> #3 DL @ Left 33.00 #/ft LL @ Left 54.00 #/ft Start Loc 10.000 ft <br /> DL @ Right 33.00 #/ft LL @ Right 54.00 #/ft End Loc 13.500 ft <br /> Sufntrfary Beam Design OK <br /> Span= 13.50ft,Beam Width=6.000in x Depth=7.25in, Ends are Pin-Pin <br /> Max Stress Ratio 0.575 : 1 <br /> Maximum Moment 2.1 k-ft Maximum Shear* 1.5 0.9 k <br /> Allowable 3.7 k-ft Allowable 6.5 k <br /> Max.Positive Moment 2.14 k-ft at 6.750 ft Shear: @ Left 0.62 k <br /> 1 Max. Negative Moment 0.00 k-ft at 0.000 ft @ Right 0.62 k <br /> j Max @ Left Support 0.00 k-ft Camber: @ Left 0A00 in <br /> Max @ Right Support 0.00 k-ft @ Center 0.149 in <br /> Max.M allow 3.72 @ Right 0.000 in <br /> Reactions... <br /> fb 488.37 psi fv 21.32 psi Left DL 0.22 k Max 0.62 k <br /> Fb 850.00 psi Fv 150.00 psi Right DL 0.22 k Max 0.62 k <br /> i3e11ections <br /> Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load <br /> Deflection -0,100 in -0.282 in Deflection 0.000 in 0.000 in <br /> ...Location 6.750 ft 6.750 ft ...Length/Defl 0.0 0.0 <br /> ...Length/Deft 1,627.1 574.43 Right Cantilever... <br /> Camber(using 1.5 D.L.Defl)... Deflection 0.000 in 0.000 in <br /> @ Center 0.149 in ..,Length/Detl 0,0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br />