Laserfiche WebLink
Uniformly Loaded Floor Beaml 2003 International Residential Code (97 NDS) J Ver: 6.00.62 <br />Bv:. , Area Home Planners on: 04-16-2007 : 10:44:25 AM <br />Project: NGUYEN BINH - Location: I V deck bm <br />Summary <br />5.5 IN x 11.5 IN x 11.0 FT / N2 - Douglas Fir -Larch - Wet Use <br />Section Adequate By: 37.1% Controlling Factor: Section Modulus / Depth <br />Required 9.82 In <br />Deflections: <br />Dead Load: <br />DLD= <br />Live Load: <br />LLD= <br />Total Load: <br />TLD= <br />Reactions (Each End): <br />Live Load: <br />LL-Rxn= <br />Dead Load: <br />DL-Rxn= <br />Total Load: <br />TL-Rxn= <br />Bearing Length Required (Beam only, support capacity not checked): <br />BL= <br />Beam Data: <br />Span: <br />L= <br />Unbraced Lenqth-Top of Beam: <br />Lu= <br />Live Load Deflect. Criteria: <br />U <br />Total Load Deflect. Criteria: <br />U <br />Floor Loadinq: <br />Floor Live Load -Side One: <br />LL1= <br />Floor Dead Load -Side One: <br />DL1= <br />Tributary Width -Side One: <br />TW1= <br />Floor Live Load -Side Two: <br />LL2= <br />Floor Dead Load -Side Two: <br />DL2= <br />Tributary Width -Side Two: <br />TW 2= <br />Live Load Duration Factor: <br />Cd= <br />Wall Load: <br />WALL= <br />Beam Loadinq: <br />Beam Total Live Load: <br />wL= <br />Beam Self Weight: <br />BSW= <br />Beam Total Dead Load: <br />wD= <br />Total Maximum Load: <br />wT= <br />Properties For: #2- Douqlas Fir -Larch <br />Bendinq Stress: <br />Fb= <br />Shear Stress: <br />Fv= <br />Modulus of Elasticity: <br />E_ <br />Stress Perpendicular to Grain: <br />Fc_perp= <br />Adjusted Properties <br />Fb' (Tension): <br />Fb'= <br />Adjustment Factors: Cd=1.00 Cf=1.00 <br />Fv': <br />Adjustment Factors: Cd=1.00 <br />Fc_perp: <br />Adjustment Factors: Cm=0.67 <br />Design Requirements: <br />Controllinq Moment: <br />5.5 ft from left support <br />Critical moment created by combining all dead and live loads. <br />Controllinq Shear: <br />At a distanced from support. <br />Critical shear created by combining all dead and live loads. <br />Comparisons With Required Sections: <br />Section Modulus (Moment): <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />Fv <br />Fc'_perp= <br />M= <br />V= <br />0.05 IN <br />0.11 IN = U1211 <br />0.15 IN = U852 <br />1650 LB <br />695 LB <br />2345 LB <br />1.02 IN <br />11.0 FT <br />0.0 FT <br />360 <br />240 <br />60.0 PSF <br />15.0 PSF <br />5.0 FT <br />40.0 PSF <br />15.0 PSF <br />0.0 FT <br />1.00 <br />36 PLF <br />300 PLF <br />15 PLF <br />126 PLF <br />426 PLF <br />875 PSI <br />85 PSI <br />1300000 PSI <br />625 PSI <br />875 PSI <br />85 PSI <br />419 PSI <br />6449 FT -LB <br />1970 LB <br />Sreq= <br />88.44 <br />IN3 <br />S= <br />121.23 <br />IN3 <br />Areq= <br />34.76 <br />IN2 <br />A= <br />63.25 <br />IN2 <br />Ireq= <br />207.30 <br />IN4 <br />1= <br />697.07 <br />IN4 <br />