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Multi-Loaded Beamf 2003 International Residential Code (01 NDS)1 Ver. 6.00.7 <br />By: JeffreV deRoulet , Architects Northwest on: 05-12-2005 : 08:17:28 AM <br />Proiect: M3094A2FU-ODB - Location: 10 NOOK DR. HDR <br />Summary: <br />5.5 IN x 7.5 IN x 6.33 FT /#1 - Douplas Fir-Larch - Dry Use <br />Section Adequate By: 205.4% Controlling Factor: Section Modulus / �epth Required 4.71 In <br />S Df�f <br />Center pan e ..c wns. <br />Oead Load: DLD-Cenler- <br />Live Load: LLD-Center- <br />Total Load: TLD-Cenler- <br />Center Span Left End Reactions (Support A): <br />Live Load: LL-Rxn-A= <br />Dead Load: DL-Rxn•A= <br />TotalLoad: TL-Rxn-A= <br />Bearinq Lenpth Required (Beam only, support capacity not checked): BL-A= <br />Center Span Ripht End Reactions (Support B): <br />Live Load: LL-Rxn-B= <br />Dead Load: DL-Rxn-B= <br />Total Load: TL-Rxn-B= <br />6earing Lenglh Required (Beam only, support capacity not checked): BL-B= <br />Beam Data: <br />Cenler Span Lenqth: Lz' <br />Center Span Unbraced Lenpth-Top of Beam: Lu2-Top= <br />Center SDan Unbraced Length-Bottom of Beam: Lu2-Bottom= <br />Live Load Duration Factor: Cd= <br />Live Lo2d Deflect. Criteria: V <br />Total Load Deflect. Criteria: U <br />Center Span Loading: <br />Uniform Load: <br />Live Load: wL-z- <br />Dead Load: wD-z' <br />Beam Self Weighl: BSW= <br />Total Load: WT-z- <br />Trapezoidal Load 1 <br />Left Live Load: TRL-Left-1-2= <br />LeR Dead Load: 7RD-Lefl-1-2= <br />Ripht Live Load: TRL-Ripht-l-2= <br />Ripht Dead Load: TRD-Righl-l-2= <br />Load Start: A'�'2- <br />Load [nd: B-�"z- <br />Load Lenqth: �-�"2- <br />Properties For: #1- Douqlas Fir-Larch <br />Bendinq Stress: Fb= <br />Shear Stress: F�- <br />Modulus of Elasticity: � E- <br />Stress Perpendicularlo Grain: Fc_perp= <br />Adjusted Properties <br />Fb' (fension): Fb'= <br />Adjustment Factors: Cd=1.00 CI=1.00 Cf=1.00 <br />Fv': F <br />Adiustment Faclors: Cd=1.00 <br />Design Requiremenls: <br />Controllinp Momenl: <br />3.038 Ft from left support of span 2(Center SpaN <br />Critical moment created by combining all dead loads and live loads on span(s) 2 <br />Conlrollinp Shear: <br />At a distance d from left support of span 2(Center Span) <br />Critical shear created by cumbining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Sections: <br />Section Modulus (Moment): Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />v- <br />V= <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />0.02 <br />0.02 <br />0.04 <br />564 <br />566 <br />1130 <br />0.33 <br />483 <br />517 <br />1000 <br />029 <br />6.33 <br />1.33 <br />6.33 <br />1.00 <br />360 <br />480 <br />IN <br />I N = U3931 <br />IN = U1933 <br />lB <br />LB <br />LB <br />IN <br />LB <br />LB <br />LB <br />IN <br />FT <br />FT <br />FT <br />54 PLF <br />94 PLF <br />10 PLF <br />158 PLF <br />150 PLF <br />90 PLF <br />73 PLF <br />44 PLF <br />0.0 FT <br />6.33 FT <br />6.33 FT <br />1200 PSI <br />170 PSI <br />1600000 PSI <br />625 PSI <br />1199 PSI <br />170 PSI <br />1687 FT-LB <br />906 LB <br />16.88 IN3 <br />51.56 IN3 <br />8.00 IN2 <br />41.25 IN2 <br />48.00 IN4 <br />193.36 IN4 <br />