Laserfiche WebLink
Multi-Loaded Beam( 2003 Inlernational Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Je(irey deRoulet , Architecis Northwest on: 05-12-2005 : 08:1724 AM <br />Proled: M3094A2FU-ODB - Location: 03 LAUND. WIND. HDR <br />Summary: <br />5.5 IN x 7.51N x 4.33 FT !#1 • Douplas Fir-Larch - Dry Use <br />Sedion Adequate By: 1133.0% Controlling Factor: Section Modulus / Depth Required 2.61 In <br />Center Span DeFlections: <br />Dead Load: DLD-Center- <br />Live Load: LLD-Center= <br />Total Load: TLD-Center- <br />Center Span Left End Reactions (Support A): <br />Live Load: LL-Rxn•A= <br />Dead Load: DL-Rxn-A= <br />Total Load: TL-Rxn-A= <br />Bearinp Lenqlh Required (Beam only, support capacity not checked): BL-A= <br />Center Span Ripht End Reactions (Support Dl: <br />Live Load: LL-Rxn-B= <br />Dead Load: DL-Rxn-B= <br />TotalLoad: TL-Rxn-B= <br />Bearing Length Required (Beam only, support capacity not checked): BL-8= <br />Beam Data: <br />Center Span Lenpth: L2- <br />Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= <br />Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= <br />Lrve Load Duration Factor. Cd= <br />Live Load Deflect. Crileria: U <br />Total Load Deflect Griteria: U <br />Center Span Loading: <br />Uniform Load: <br />Live Load: W�'2- <br />Dead Load: wD-2= <br />Beam Selt Weight: BSW= <br />Totai Load: �'T"2- <br />Trapezoidal Load 1 <br />Left Live Load: TRL-left-1-2= <br />Left Dead Load: TR6-Lefl-1-2= <br />Riqhl Live Load: TRL-Ri�ht-1-2= <br />Ripht Dead Load: TRD-Right-l-2= <br />Load StaA: A'�'Z' <br />Load End: B'1-z- <br />Load Lenp�h: �'1'2' <br />PwpeA�es For. #1- Douplas Fir-Larch <br />Bendinq Slress: Fb= <br />Shear Slress: F�- <br />Modulus ot Elasticity: - E- <br />Stress Perpendicular to Grain: Fc_perp= <br />Adjusted Properties <br />Fb' (Tension): Fb'= <br />Adjustment Factors: Cd=1.00 CI=1.00 C(=1.00 <br />Fv': F��= <br />Adlustment Factors: Cd=1.00 <br />Design Requiremenls: <br />Controlling MomenL• <br />2.078 Ft from left support of span 2(Center Span) <br />Critical moment crealed by combining all dead loads and live loads on span(s) 2 <br />Conlrollinq Shear: <br />At a distance d(rom lefl support of span 2(Center Span) <br />Crilical shear crealed by combining all dead loads and live loads on span(s) 2 <br />Comparisons With Required Sections: <br />Seclion Modulus (Moment): <br />Area (Shear): <br />Moment of Inertia (Deflection): <br />W9 <br />V= <br />0.00 <br />0.00 <br />0.00 <br />247 <br />770 <br />416 <br />0.12 <br />208 <br />147 <br />354 <br />0.10 <br />4.33 <br />1.33 <br />4.33 <br />1.00 <br />360 <br />480 <br />0 <br />0 <br />10 <br />10 <br />132 <br />79 <br />78 <br />47 <br />0.0 <br />4.33 <br />4.33 <br />1200 <br />170 <br />1600000 <br />625 <br />IN <br />IN = Ll19360 <br />IN = L/11416 <br />L8 <br />LB <br />LB <br />IN <br />LB <br />LB <br />LB <br />IN <br />FT <br />FT <br />FT <br />PLF <br />P�F <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />PLF <br />FT <br />� <br />FT <br />PSI <br />PSI <br />PSI <br />PSI <br />1199 PSI <br />170 PSI <br />418 FT-LB <br />286 LB <br />Sieq= 4.18 IN3 <br />S= 51.56 IN3 <br />Areq= 2.52 IN2 <br />A= 41.25 IN2 <br />Ireq= 8.13 IN4 <br />1= 193.36 IN4 <br />