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Aug. 15. 2007 '10:07AMM.� . AIL <br /> /000 No•7274 , P. 3/5 <br /> S'44-rek -1*k** P-LitAe -W--iatil' <br /> Uniformly Loaded Floor-Bean:11 2000 International Building Code(97 NOS)J Ver:6.00.81 <br /> By: ,Arrow Building Center on:04.06-2007:1:53:54 PM <br /> Project: -Location: <br /> Summary: <br /> 6.75 IN x 18.5 IN x 16.0 FT /26F-V4-Visually Graded Southern Pine-Wet Use <br /> Section Adequate By:12.6% Controlling Factor:Moment of Inertia/Depth Required 15.86 In <br /> Deflections: <br /> Dead Load: DLO= 0.13 IN <br /> Live Load: LLD= 0.15 IN=L/1240 <br /> Total Load: TLD= 0.28 IN =L/675 <br /> Reactions(Each End): <br /> Live Load: LL-Rxn= 3360 LB <br /> Dead Load: DL-Rxn= 2809 LB <br /> Total Load: TL-Rxn= 6169 LB <br /> Bearing Length Required(Beam only,support capacity not checked): BL= 2.33 IN <br /> Camber Regd.: Cu 0.19 IN <br /> Beam Data: <br /> Span: L= 16.0 FT <br /> Unbraced Length-Top of Beam: Lu= 0.0 FT <br /> Live Load Deflect.Criteria: L/ 720 <br /> Total Load Deflect.Criteria: L/ 600 <br /> Camber Adjustment Factor: CAF= 1.5 X OLD <br /> Floor Loading: <br /> Floor Live Load-Side One: LL1= 70.0 PSF <br /> Floor Dead Load-Side One: DL1= 54.0 PSF <br /> Tributary Width-Side One: TW1= 6.0 FT <br /> Floor Live Load-Side Two: LL2= 40.0 PSF <br /> Floor Dead Load-Side Two: DL2= 12.0 PSF <br /> Tributary Width-Side Two: TW2= 0.0 FT <br /> Live Load Duration Factor: Cd= 1.00 <br /> Wall Load: WALL= 0 PLF <br /> Beam Loading: <br /> Beam Total Live Load: wL= 420 PLF <br /> Beam Self Weight: BSW= 27 PLF <br /> Beam Total Dead Load: wD= 351 PLF <br /> Total Maximum Load: wT= 771 PLF <br /> Properties For:26F-V4-Visually Graded Southern Pine • <br /> Bending Stress: Fb= 2600 PS <br /> Shear Stress: Fv= 240 PS <br /> Modulus of Elasticity: Ex= 1900000 PS <br /> EY= 1800000 PS <br /> Stress Perpendicular to Grain: Fc perp 740 PS <br /> Bending Stress of Comp. Face In Tension: Fb cpr= 2800 PS <br /> Adjusted Properties <br /> Fb'(Tension): Fb'= 2047 PS <br /> Adjustment Factors:Cd=1.00 Cm=0.80 Cv=0.98 <br /> Fv': FV= 210 PS <br /> Adjustment Factors:Cd=1.00 Cm=0.88 <br /> Ex': Ex'= 1582700 PS <br /> Ey': Ey= 1499400 PS <br /> Adlustment Factors: Cm=0.83 <br /> Fc'_pem: Fc'_perp= 392 PS <br /> Adjustment Factors: Cm=0.53 <br /> Design Requirements: <br /> Controlling Moment: M= 24674 FT-LB <br /> 8.0 ft from left support <br /> Critical moment created by combining all dead and live loads. <br /> Controlling Shear: V= 5182 LB <br /> At a distance d from support. <br /> Critical shear crested by combining all dead and live loads. <br /> Comparisons With Required Sections: <br /> Section Modulus(Moment): Srea= 144.68 IN3 <br /> S= 306.28 1N3 <br /> Area(Sheer): Area= 37.01 IN2 <br /> • A= 111.38 1N2 <br /> Moment of Inertia(Deflection): Ireq= 2244.60 IN4 <br /> I= 2528.82 IN4 <br /> AUG 15,2007 10:O1A page 3 <br />