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Multi-Loaded Beamj 2003 International Residential Code (01 NDS)1 Ver: 6.00.7 <br />By: Jeftrey deRouiel , Architects Northwest on: OS-12-2005 : 08:7731 AM <br />Proied: M3094F,2FU-ODB - Location: 16 FOYER/HALL <br />Summary: <br />3.5 IN x 11.8751N x 7.33 FT / 2.OF_ Parallam - Trus Joist-MacMillan <br />Section Adequate By: 1601.6% Controlling Factor: Moment of Inertia ! Depth Required 4.62 In <br />Center Span DeOections: DLD-Center- <br />Dead Load: LLD-Center- <br />Live Load: TLD-Center- <br />To�al Load: <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 />BearinA Lenpth Required (Beam onlv, support capacity not checked): BL-A= <br />Center Span Ripht End Reactions (Support 8): <br />Live Load: DL•Rxn-8= <br />Dead Load: TL-Rxn•8= <br />Total Load: <br />Bearing Lenr�th Required (Beam only, support capacity not checked): BL-B= <br />Beam Data: �Z_ <br />CenterSDan Lenpth: <br />CenterSpan Unbraced Lenpth-Top oi Beam: Lu2-Top= <br />Center SDan Unbraced Lenyth-Botlom of Beam: Lu2-Botlom= <br />Live Load Duration Factor: Cd= <br />Live Load Deflect. Criteria: u <br />Total Load Deflect. Criteria: U <br />Center Span Loading: <br />Uniform Load: <br />Live Load: wL-2- <br />Dead Load: �'D'2- <br />Beam Self Weighl: BSW= <br />Total Load: WT'z- <br />Properties For: 2.OE Parallam- Trus Joist•MacMillan <br />Bendinp Stress: Fb= <br />Shear Siress: F�- <br />Modulus of ElasticitV: E' <br />Stress Perpendicular to Grain: Fc�erp= <br />Adjusted PropeAies <br />Fb' (Tension): Fb'= <br />Ad�uslment Factors: Cd=1.00 CI=1.00 Cf=1.00 <br />Fv': F��= <br />Adjustmenl Faclors: Cd=1.00 <br />Design Requirements: <br />� Controllinp MomenC � <br />3.G65 Ft from left support of span 2(Center Span) <br />Crilical moment created by combining all dead loads and live loads on span(s) 2 <br />Controllinq Shear: <br />At a distance d from left support of span 2 lCenter Span) <br />Critical shear created hy combining all dead loads and Iive loads on span(s) 2 <br />Comparisons With Required Sections: <br />Seclion Modulus (Moment): <br />Area (Shear): <br />Momenl of Inertia (Defleclion): <br />M= <br />0.00 <br />0.01 <br />0.01 <br />330 <br />264 <br />594 <br />0.23 <br />330 <br />264 <br />594 <br />0.23 <br />7.33 <br />1.33 <br />7.33 <br />1.00 <br />360 <br />480 <br />IN <br />IN = U14700 <br />IN = L18168 <br />�B <br />LB <br />LB <br />IN <br />L8 <br />LB <br />LB <br />IN <br />FT <br />FT <br />FT <br />90 PLF <br />59 PLF <br />13 PLF <br />162 PLF <br />2900 PSI <br />290 PSI <br />2000000 PSI <br />750 PSI <br />2892 PSI <br />290 PSI <br />1088 FT-LB <br />\'= 439 LB <br />Sreq= 4.51 IN3 <br />S= 82.26 IN3 <br />Area= 2.27 IN2 <br />A= 41.56 IN2 <br />Irep= 28.70 IN4 <br />�= 488.41 IN4 <br />