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SABCO CONSULTING ENGINEER,' C. Title: DEPHILLIPS IDENCE Job#20069 <br /> 11322 34TH DRIVE SE Dsgnr: KHALED SABRA,ME,PE Date: 11:09AM, 31 DEC 20 <br /> EVERETT,WASHINGTON 98208 Description:DESIGN MEETS THE 2015 IBC STANDARDS AND <br /> SPECIFICATIONS <br /> Scope: FRAMINF AT BATHROOM REMODEL <br /> User KW6D10F03B,Ver5.8.0,1-Deo-2003 General Timber Bearer Page 1 <br /> (c)1983-203 ENERCALC Engineering Software beams.ecwCalculationy <br /> Description Existing 2x12 HF#2 16"O.C. SUPPORTING NEW BATHTUB AT BATHROOM <br /> REMODEL <br /> i General Information _ ase allowabtes are user defined <br /> Section Name 2x12 Center Span 10.00 ft . . . ..Lu 0.00 ft <br /> Beam Width 1.500 in Left Cantilever ft .. .Lu 0.00 ft <br /> Beam Depth 11.250 in Right Cantilever ft Lu 0.00 ft <br /> Member Type Sawn HF#2 <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 - _--.-------- ----.-------__-- <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 #/ft End Loc 4,000 ft <br /> #2 DL @ Left 33.00 #/ft LL @ Left 75.00 #/ft Start Loc 4.000 ft <br /> DL @ Right 33.00 #/ft LL @ Right 75.00 #/ft End Loc 10.000 ft <br /> SClB1idT it at y <br /> Bears Design OK <br /> Span=10.00ft,Beam Width=1.500in x Depth= 11.25in, Ends are Pin-Pin <br /> Max Stress Ratio 0.565 : 1 <br /> Maximum Moment 1.3 k-ft Maximum Shear* 1.5 0.8 k <br /> Allowable 2.2 k-ft Allowable 2.5 k <br /> Max.Positive Moment 1.27 k-ft at 5.160 ft Shear: @ Left 0.47 k <br /> Max.Negative Moment 0.00 k-ft at 10.000 ft @ Right 0.52 k <br /> Max @ Left Support 0.00 k-ft Camber: @ Left 0.000in <br /> Max @ Right Support 0.00 k-ft @ Center 0.048in <br /> Max.M allow 2.24 Reactions... @ Right 0.000 in <br /> fb 480.64 psi fv 46.51 psi Left DL 0.16 k Max 0.47k <br /> Fb 850.00 psi Fv 150.00 psi Right DL 0.16 k Max 0.52 k <br /> Deflections <br /> Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load <br /> Deflection -0.032 in -0.098 in Deflection 0.000 in 0.000 in <br /> ...Location 5.000 ft 5.040 ft ...Length/Deft 0.0 0.0 <br /> ...Length/Deft 3,739A 1,224.19 Right Cantilever... <br /> Camber(using 1.5 D.L.Deft)... Deflection 0.000 in 0.000 in <br /> @ Center 0.048 in ...Length/Deft 0.0 0.0 <br /> @ Left 0.000 in <br /> @ Right 0.000 in <br />