Laserfiche WebLink
.��: <br /> � <br /> UnHormly Loedsd Roo�Beam [94 UBC 191 NDS)]Var. 3.05 � <br /> By: BUILDING DEPARTMENT ,CITV OF EVERETT on: 11-01-1996 <br /> Project: Locatlon: <br /> Beem Data: <br /> Spen: L= 9.0 FT <br /> Maximum Unbroced Spen: W= � FT <br /> Live Loed Detlact. Crite�fa: LI 380 <br /> Total Load Deflect. Criterie: L/ 240 <br /> Floor Loading: <br /> Floor Deed Load: FDL= 40 PSF <br /> Sida One: Floor Live Load: FCLL11)= 10 PSF <br /> Tributary Load SpanlSide One1: F�C�L�L�Z�a 10 SF <br /> Side Two: Floor Live Load: <br /> Tributery Loed SpanlSida Twol: FTW�Z�� �•6 FT <br /> Live Laed Durntlon Fector: FDF� 1.00 <br /> Well Laad: WLs 56 PLF <br /> Averape Uniform Live Loed: FLLave= 10 PSF <br /> Beam Loedinp: <br /> Beam Totel Liva Load: gLL= 150 PLF <br /> Beam�elf Weight: BSW= 15 PLF <br /> Beam Totel Dead Load: TDL= 871 PLF <br /> Totel Maximum Loed: TML= 827 PLF <br /> Controlling Totel Dedgn Load: CTL= 821 PLF <br /> Properties For: N1- DOUGLAS FIR-LARCH <br /> Bending Streas: Fb= 7000 PSI <br /> Shear Sveas: Fv= 95 PSI <br /> Moduh�s of Elaaticiry: E= 1700000 PSI <br /> Stresa Perpendiculer to Grsin: Fc_perp= 625 PSI <br /> Adjusted ProperUes <br /> Fb' (Tenaion): Fb' = 7000 PSI <br /> Adjuatment Factors: Cd=1.00 CI=1.00 <br /> Fv': Fy'= 95 PSI <br /> AdJustment Fectors: Cd=1.00 <br /> Design Requiramenta: <br /> Maximum Moment: M= 8313 FT LB <br /> Shear 1� d from beam andl: V= 2926 LBS <br /> Compariaona With Required Sections: <br /> Section Modulus: Sreq= 700 IN3 <br /> S= 116 IN3 <br /> Area: Areq= 47 IN2 <br /> p� 61 IN2 <br /> Moment of Inertia: Ireq= 159 IN4 <br /> 1= 662 IN4 <br /> Section Adequate By: 14 % Controlling Factor: Section Modulua <br /> Deflections: <br /> Dead Load: DLD= 0.09 IN <br /> Lrve Load: LLD= 0.02 IN = U5417 <br /> Total Load: TLD= 0.11 IN = L/989 <br /> Reactions IEach Endl: <br /> Live Load: LL= 675 LBS I <br /> Dead Load: DL= 3020 LBS <br /> Total Laad: TL= 3895 LBS <br /> Bearing Length Reqd.: BL= 1.07 IN <br /> Summary: 5.50 x 11.25 #1 • DOUGLAS Flri-LARCH- Dry Use <br />