Laserfiche WebLink
� � � C � � ul U�- �. <br /> Multi-Loaded Beamf 2003 International Buildinq Code(01 NDS)1 Ver: 6.00 <br /> By: Jeffrey deRoulet ,Architects Northwest on: 12-19-2005 : 5:31:38 PM <br /> Project: M4975A3SU-ODB- Location: M17- FJ DIRECTION CHANGE <br /> Summary: <br /> 7.0 IN x 14.0 IN x 13.33 F=T /2.OE Parallam-Trus Joist-MacMillan <br /> Section Adequate By: 20.7% Controlling Factor: Moment of Inertia/Depth Required 13.15 In <br /> Center Span Deflections: <br /> Dead Load: DLD-Center= 0.12 IN <br /> Live Load: LLD-Center= 0.25 IN = U642 <br /> Total Load: TLD-Center- 0.37 IN = U434 <br /> Center Span Left End Reactions(Support A): <br /> Live Load: LL-Rxn-A= 9011 LB <br /> Dead Load: DL-Rxn-A= 4521 LB <br /> Total Load: TL-Rxn-A= 13533 LB <br /> BearinQ Lenqth Required (Beam only, support capacity not checked): BL-A= 2.58 IN <br /> Center Span Riqht End Reactions (Support B): <br /> Live Load: LL-Rxn-B= 5440 LB <br /> Dead Load: DL-Rxn-B= 2353 LB <br /> Total Load: TL-Rxn-B= 7793 LB <br /> Bearing Length Required (Beam only, support capacity not checked): BL-6= 1.48 IN <br /> Beam Data: <br /> Center Span Length: L2= 13.33 FT <br /> Center Span Unbraced Lenpth-Top of Beam: Lu2-Top= 1.33 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 13.33 FT <br /> Live Load Duration Factor: Cd= 1.00 <br /> Live Load Deflect. Criteri��: U 480 <br /> Total Load Deflect. Criteria: U 360 <br /> Center Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 500 PLF <br /> Dead Load: wD-2= 125 PLF <br /> Beam Self Weight: BSW= 31 PLF <br /> Total Load: wT-2= 656 PLF <br /> Point Load 1 <br /> Live Load: PL1-2= 762 LB <br /> Dead Load: PD1-2= 548 LB <br /> Location (From left end of span): X1-2= 1.0 FT <br /> Point Load 2 ,- : <br /> Live Load: --' PL2-2= 2145 LB <br /> Dead Load: ^r�Y�. r PD2-2= 819 LB <br /> Location (From left end of span): X2-2= 3.33 FT <br /> Point Load 3 <br /> Live Load: PL3-2= 4117 LB <br /> Dead Load: PD3-2= 2885 LB <br /> Location (From left end of span): X3-2= 3.33 FT <br /> Point Load 4 <br /> Live Load: PL4-2= 762 LB <br /> Dead Load: PD4-2= 548 LB <br /> Location (rrom leii enc]o�spanj: X4-�= u.5 rT <br /> Properties For: 2.OE Parallam-Trus Joist-MacMillan <br /> Bendinq Stress: Fb= 2900 PSI <br /> Shear Stress: Fv= 290 PSI <br /> Modulus of Elasticity: E= 2000000 PSI <br /> Stress Perpendicular to C�rain: Fc�erp= 750 PSI <br /> Adjusted Properties <br /> Fb' (Tension): Fb'= 2848 PSI <br /> Adjustment Factors: Cd=1.00 C1=1.00 Cf=0.98 <br /> Fv': Fv'= 290 PSI <br /> Adjustment Factors: Cd=1.00 <br /> Design Requirements: <br /> Controllinq Moment: M= 38380 FT-LB <br /> 3.466 Ft from left support of span 2 (Center Span) <br /> Critical moment cre�ted by combining all dead loads and live loads on span(s)2 <br /> Controllinq Shear: V= 12646 LB <br /> At a distance d frorri left support of span 2 (Center Span) <br /> Critical shear creatE�d by combining all dead loads and live loads on span(s)2 <br /> Comparisons With Required Secticros: <br /> Section Modulus (Moment): Sreq= 161.74 IN3 <br /> S= 228.67 IN3 <br /> Area (Shear): Areq= 65.41 IN2 <br /> A= 98.00 IN2 <br /> Moment of Inertia(Deflection): Ireq= 1326.29 �N4 <br /> 1= 1600.67 IN4 <br />