Laserfiche WebLink
' CQb��U-ooZ <br /> C-�,► ,� �';�S-� � � �K �r� <br /> Multi-Loaded Beamf 2006 Intemational Residentlal Code(05 NDS)1 Ver. 7.61� <br /> BV:Marcus Jenkins, MBJ Deslgn on: 12-04-2008: 11:09:78 AM <br /> Project:BERRY REMODEL-Location:01. BEAM AT DECK <br /> Summery: <br /> 5.125 IN x 18.0 IN x 23.0 FT !24F-V4-vsually Graded Westem Species-Dry Use <br /> Section Adequate By:77.6% Controlling Fador. Moment of Inertia/Depth Required 14.86 In <br /> Center Span DeHections: <br /> Dead Load: DLD-Center- 0.11 IN <br /> Live Laad: LLD-Center- 0.32 IN=L/855 <br /> Total Load: TLD-Conter- 0.43 IN=L/839 <br /> Camber Required: C= 0.16 IN <br /> Center Span Left End Readions(Support A): <br /> Live Load: LL-Rxn-A= 2377 LB <br /> Dead Load: DL-Rxn-A= 824 lB <br /> Total Load: TL-Rxn-A= 3201 LB <br /> Bearinp Lenpth Required(Beam onlv,suppoA capacity not chedced): BL-A= 0.96 IN <br /> Center Span Ripht End Readions(Support B): <br /> Live Load: LL-Rxn-B= 2913 LB <br /> Dead Load: DL-Rxn•8= 958 LB <br /> Total Load: TL-Rxn-B= 3872 I_B <br /> Bearing Length Required(Beam only,support capaciry not checked): BL-8= 1.16 IN <br /> Beam Data: <br /> Center Span Lenpth: L2= 23.0 FT <br /> Center Span Unbraced Lenath-Top of Beam: Lu2-Top= 0.0 FT <br /> Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 23.0 FT <br /> Live Load Duration Faclor. Cd= 1.00 <br /> Live Load Deflect.Criteria: U 480 <br /> Total Load Defled.Criteria: U 360 <br /> Center Span Loading: <br /> Uniform Load: <br /> Live Load: wL-2= 0 PLF <br /> Dead Load: wD-2= 0 PLF <br /> Beam Self Weight: BSW= 20 PLF <br /> Tatal Loed: wT-2= 20 PLF <br /> Trapezoidal Load 1 <br /> Left Live Load: TRL-Left-1-2= 160 PLF <br /> Lefl Dead Load: TRD-Left-1-2= 40 PLF <br /> Ripht Live Load: TRL-Riaht-l-2= 300 PLF <br /> Riqht Dead Load: TRD•Right-7-2= 75 PLF <br /> Load Start: A-1-2= 0.0 FT <br /> Load End: B-1-2= 23.0 fT <br /> Load Lenpth: C-1-2= 23.0 FT <br /> PropeAies For:24F-V4-Visually Graded Westem Species <br /> Bendinp Slreas: Fb= 2400 PSI <br /> Shear Stress: Fv= 265 PSI <br /> Modulus of Elasticitv: E= 1800000 PSI <br /> Adiusted Modulus o(ElasticiN: E-Min= 930000 PSI <br /> Stross Perpendicular to Grain: Fc perp= 850 PSI <br /> 8endinp Stress of Comp.Face in Tension: Fb_cpr- 1850 PSI <br /> Adjusted Properties <br /> Fb'(Tension): Fb'= 2284 PSI <br /> Adjustment Factors:Cd=1.00 Cv=0.95 <br /> FJ: Fv'= 265 PSI <br /> Adiustment Factors:Cd=1.00 <br /> Design Requirements: <br /> Controllinq Moment: M= 20378 FT-LB <br /> 11.96 Ft from left suppoA of span 2(Center Span) <br /> Critical moment created by combining all dead loads and live loads on span(s)2 <br /> Conlrollinn Shear: V= 3334 LB <br /> At a Jistance d from ripht support of span 2(Center Span) <br /> Critical shear created by combining all dead loads and live loads on span(s)2 <br /> Comparisons With Required Sedions: <br /> Section Modulus(Moment): Sreq= 107.07 IN3 <br /> S= 276.75 IN3 <br /> Area (Shear): Areq= 18.67 IN2 <br /> A= 92.25 IN2 <br /> Moment of Inertia(Deflection): _ Ireq= 1402.84 IN4 <br /> 4. • <br /> -'"" � 1= 2490.75 IN4 <br /> i.6'.;l � :,-C,�.7,. . �. . I <br /> � �c y <br /> .,� ] <br /> •: ' i , , . <br /> � � � p ��cov� <br /> � . �.�� .�� , � D <br /> ..ic.,� <br /> �''` v;�,,;•.5�. _.. � <br /> 1 ;',�;:i� �...� <br /> `' ���-�`—�-d� QEC 3 0 2008 <br /> CITY OF EVERETT <br /> ; <br /> Permit Services <br />