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Multi-Loaded Beamf 2003Internationa� Residential Code (01 N�S) j Ver: 6.00.7 <br />By: JeHreV deRoulet , Architects Northwest on: OS12-2005 : 08:17:30 AM <br />Prolect M3094A2FU-0�8 - Location: 13 DEN WIr�D. HDR <br />Summary: <br />5.5 IN x 7.5 IN x 5.33 Ff /#1 - Douplas Fir-Larch - Dry Use <br />Section Adequate By: 449•6% Controlling Factor: Section Modulus / Depth Required 3.66In <br />Center Span Deflections: DLD-Center- <br />Dead Load: LLD-Center- <br />Live Load: TLD-Center- <br />Total Load: <br />Center Span Left End Readions (Support A): LL-Rxn-A= <br />Live Load: DL-Rxn-A= <br />Dead Load: TL-Rxn-A= <br />Total Load: <br />Bearinp Lenpth Required (Beam only, support capacity nol checked): BL-A= <br />Center Span Riqht End Reactions (Su�port B): LL-Rxn-B= <br />Lrve Load: DL-Rxn-B= <br />Dead Load: TL-Rxn•B= <br />Total Load: <br />Bearing Length Required (Beam only, suppoA capacity not checked): BL-8= <br />Beam Data: �2= <br />CenterSpan Lenplh: Lu2-Top= <br />Center Span Unbraced Lenpih•Top of Beam: Lu2-Bottom= <br />Center Span Unbraced Length-Bottom of Beam: Cd= <br />Live Load Duralion Factor: U <br />Live Load Deflect. Criteria: V <br />Total Load Deflect. Crileria: <br />Center Span Loading: <br />Uniform Load: W�_p= <br />Live Load: Wp.2= <br />Dead Load: BSW= <br />Beam Self Weight: WT-z- <br />Total Load: <br />Properties For: #1- Douplas Fir-Larch Fb= 1200 PSI <br />Bendinp Strecs: F�- 170 PSI <br />Shear Stress: E= 1600000 PSI <br />Modulus of Elasticity: Fc�erp= 625 PSI <br />Stress Perpendicular to Grain: <br />Adjusled Properties Fb'= 1199 PSI <br />Fb' (fension): <br />Ad�ustment Factors: Cd=1.00 CI=1.00 Cf=1.00 F��= 170 PSI <br />Fv': <br />Adiuslment Factors: Cd=1.00 <br />Design Requiremenis: <br />Controllinp Moment <br />2.665 Ft from lek support of span 2(Center Span) <br />Critical moment created by combining all dead loads and live loads on span(s) 2 <br />Conlrollinq Shear: <br />At a distance d from left support of span 2(Center Span) <br />Critical shear created by combining all dead loads and live loads on span(s) 2 <br />Comparisons Wilh Required Sections: <br />Section Modulus (Moment): <br />0.01 IN <br />0.01 IN = U6228 <br />0.02 IN = L/4728 <br />466 LB <br />237 LB <br />704 LB <br />0.20 IN <br />466 LB <br />237 LB <br />704 LB <br />0.20 IN <br />5.33 FT <br />1.33 FT <br />5.33 FT <br />1.00 <br />360 <br />480 <br />175 PLF <br />79 PLF <br />10 PLF <br />264 PLF <br />Area (Shear): <br />Moment o( Inertia (Defiection): <br />M= 938 FT-L6 <br />V= 549 LB <br />Sreq= <br />S= <br />Areq= <br />A= <br />�req= <br />9.38 <br />51.56 <br />4.84 <br />41.25 <br />22.48 <br />193.36 <br />IN3 <br />IN3 <br />IN2 <br />IN2 <br />IN4 <br />IN4 <br />