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Multi-Loaded Beam( 94 UBC (91 NDS)1 Ver. V4010657 <br />Bv:lmpression Design, on:70-04-2006 <br />Project: Koss • Location: for Paul Bartlow: m bed wdw hdr <br />Summary: <br />3.50 IN x 9.25 IN x 6.33 FT /#2 - DOUGLAS FIR-LARCH - Drv Use <br />Section Adequate By: 13.4% Conirolling Factor: Section Modulus <br />DeOections: DLD= <br />Dead Load: LLD= <br />Live Load: TLD= <br />Total Load: <br />End Reactions(�efl Side): RL1= <br />Live Load: RD1= <br />Dead Load: RT1= <br />Total Load: <br />End Reactions(Riqht Side): RL2= <br />Live Load: R02= <br />Dead Load: RT2= <br />TotalLoad: g��_ <br />Beannp Lenqlh Reqd.(Left) : g�2= <br />Bearing Length Reqd.(Right): <br />Beam Dala: �_ <br />Span: Lu= <br />Maximum Unbraced Span: Cd= <br />Live Load Duration Faclor: U <br />Live Load Deflect. Crileria: U <br />Total Load Deflect. Criteria: <br />Uniform Load: ,�,�_ <br />Live Load: Wp= <br />Dead Load: BSW= <br />Beam Self Weight: WT_ <br />Total Load: <br />Concentrated Load Pi: p��_ <br />Live I_oad: pp�= <br />Dead Load: pT�= <br />Totai Load: X�= <br />Location: <br />PropeAies For: #2- DOUGLAS FiR-LARCH Fb= <br />Bendinq Stress: F�= <br />ShearStress: E_ <br />Modulus of Elasticitv: fc�erp= <br />Stress Perpendicular to Grain: <br />Adjusted Propehies: Fb'= <br />Fb' (Tensionl: <br />Ad�ustment Facrors: Cd=1.00 CI=0.99 Cf=1.20 Fv= <br />Fv': <br />Adiustment Factors: Cd=1.00 <br />Design Requiremenls: <br />Maximum Momenl: <br />3.0 FT From Lefl Support <br />Shear ((a� d from beam end): <br />Comparisons With Required Sections: <br />Seclion Modulus: <br />Area: <br />Moment cf Inertia�. <br />M= <br />V= <br />Sreq= <br />S= <br />Areq= <br />A= <br />Ireq= <br />0.07 IN <br />0.6 IN = U1858 <br />0.0 / IN = LI1165 <br />1102 LB <br />602 LB <br />1703 LB <br />1059 LB <br />566 LB <br />1625 LB <br />0.78 IN <br />0.74 IN <br />6.33 FT <br />R.33 FT <br />1.00 <br />360 <br />240 <br />213 PLF <br />�8 FLF <br />8 P�F <br />288 PLF <br />816 LB <br />687 LB <br />1503 LB <br />3.0 FT <br />875 PSI <br />95 PSI <br />1600000 PSI <br />625 PSI <br />1039 PSI <br />95 PSI <br />3812 FT-LB <br />1461 LB <br />44.1 IN3 <br />49.9 IN3 <br />23.4 IN2 <br />32 3 IN2 <br />47.6 IN4 <br />230 8 IN4 <br />