Laserfiche WebLink
Uniforrniy Load� raoor Beamf 2003 Intemational Residential Code,�1 NDS) j Ver. 6.00.7 <br />By: Richerd Flake , RWF Architects on: 09-01-2006 : 10:56:32 AM <br />Prolect: DEARINGER - Location: deck bm longest span <br />Summarv: <br />3.5 IN x 11.25 IN x 10.0 FT / f12 - Douylas Fir-Larch (North) - Dry Use <br />Section Adequete By: 6.9% Controlling Factor Sec:ion Modulus / Depth Required 10.88 In <br />Deflectians: <br />Dead Load: DLD= 0.04 <br />Live Load: LLD= 0.10 <br />Totall.oad: TLD= 0.15 <br />Reactions (Each End): <br />Live Load: LL-Rxn= 1500 <br />Dead Load: DL-Rxn= 648 <br />Total Load: TL-Rxn= 2148 <br />Bearing Length Required (Beam only, support capacity not checked�: BL= 0.98 <br />Beam Data: <br />Span: L= 10.0 <br />Unbraced LenCth-Top of Beam: Lu= 1.33 <br />Live Load Deflect. Criteria: U 360 <br />Total Load Deflect. Criteria: U 240 <br />Floor Loadinq: <br />Floor �ive LoadSide One: LL1= 60.0 <br />Floor Dead Load-Side One: OL1= 20.0 <br />Tributary WidthSide One: TW1= 5.0 <br />Floor Live Load-Side Two: LL2= 40.0 <br />Floor Dead Load-Side Two: DL2= 15.0 <br />Tributary Width-Side Twa: TW2= 0.0 <br />Live Load Duration Factor: Cd= 1.00 <br />Wall Laad: WALL= 20 <br />Beam Loadina: <br />Beam Totai Live Laad: wL= 300 <br />Beam Self Weiyht: BSW= 10 <br />Beam Total Dead Load: wD= 130 <br />Total Meximum Load: wT= 430 <br />Properties For: �K2- DouQlas Fir-Larch (North) <br />Bendinq Stress: Fb= 850 <br />ShearStress: Fv= 180 <br />Modulus of Elasticitv: E= 1600000 <br />Stress Perpendicular to Grain: Fc�erp= 625 <br />Adjusted Properties <br />Fb' (Tension): Fb'= 933 <br />Adjustment Factors: Cd=1.00 CI=1.00 CF1.10 <br />F��; FJ= 180 <br />Adiustment Factors: Cd=1.00 <br />Design Requirements: <br />Controllinp Moment: <br />5.0 ft from leR support <br />Critical moment created by combining all dead and live loads. <br />Controllinp Shear: <br />At a distance d Irom support. <br />Critical shear r.reated by combining all dead and live loads. <br />Comparisons With Reauired Sections: <br />Section Moduius (Moment): <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />IN <br />IN = L/1781 <br />IN = U825 <br />LB <br />LB <br />LB <br />IN <br />FT <br />� <br />PSF <br />PSF <br />� <br />PSF <br />PSF <br />FT <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />PSI <br />M= 5370 FT-LB <br />V= 1761 LB <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />R9.06 IN3 <br />73.83 IN3 <br />14.68 IN2 <br />39.38 IN2 <br />126.54 IN4 <br />415.28 IN4 <br />