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D r,z,p DLA ; �- r-N_JA.., �3.� (rL.��) 0Multi-Loaded Beam(2000 International Building Code(97 NDS))Ver:6.00.81 Multi Loaded Beam(2000 International Building Code(97 NDS))Ver: 6.00.81 By: . ,Arrow Building Center on: 02-27-2007 : 3:27:46 PM By: . ,Arrow Building Center on:02-27-2007 :3:32:58 PM Project:STRONG ARM CONST-1000-Location: DROPPED DINING BEAM Project: STRONG ARM CONST-1000-Location:OPEN FOYER BEAM Summary: Summary: (3 ) 1.75 IN x 11.875 IN x 14.25 FT / 1.9E Microllam-Trus Joist-MacMillan (2 ) 1.75 IN x 11.875 IN x 14.0 FT /1.9E Microllam-Trus Joist-MacMillan Section Adequate By:50.2% Controlling Factor: Moment of Inertia/Depth Required 10.37 In Section Adequate By: 234.1% Controlling Factor: Moment of Inertia/Depth Required 7.94 In *Laminations are to be fully connected to provide uniform transfer of loads to all members *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Center Span Deflections: Dead Load: DLD-Center= 0.08 IN Dead Load: DLD-Center= 0.06 IN Live Load: LLD-Center= 0.23 IN= L/733 Live Load: LLD-Center= 0.08 IN=L12004 Total Load: TLD-Center= 0.32 IN =U541 Total Load: TLD-Center= 0.14 IN=L/1203 Live Load: LL-Rxn-A= 2415 LB Center Span Left End Reactions(Support A): Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 630 LB nod a ic +• CL o;^ ^,- o-°. Lo uL rcxn h= ticu �o Total Load: TL-Rxn-A= 3278 LB Dead Load: TL-Rxn-A= 1050 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.83 IN Total Load:Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.40 IN Live Load: LL-Rxn-B= 2713 LB Center Span Right End Reactions(Support B): Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 630 LB Dead Load: DL-Rxn-B= 953 LB Dead Load: DL-Rxn-B= 420 LB Total Load: TL-Rxn-B= 3666 LB Total Load: TL-Rxn B= 1050 LB Bearing Length Required (Beam only, support capacity not checked): BL 6= 0.93 IN Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.40 IN Beam Data: Beam Data: Center Span Length: L2= 14.25 FT Center Span Length: L2= 14.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length Top of Beam: Lug Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.25 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.0 FT Live Load Duration Factor: Cd= 1.00Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 480 Live Load Deflect. Criteria: U 480 Total Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: L/ 360 Center Span Loading: Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Uniform Load:Live Load: wL-2= 90 PLF Dead Load: wD-2= 0 PLF Dead Load: wD-2= 27 PLF Beam Self Weight: BSW= 19 PLF Beam Self Weight: BSW= 130 PLF = 13 PLF Left Live Load: TRL-Left-1-2= 330 PLF Total Load: wT 2= 19 PLF Total Load: Trapezoidal Load 1 Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 99 PLF Left Dead Load: TRD-Left-1-2= 20 PLF Right Live Load: TRL-Right-1-2= 330 PLF Right Live Load: TRL-Right-1-2= 0 PLF Right Dead Load: TRD Right-1-2= 99 PLF Load Start: A-1-2= 0.0 FT Right Dead Load: TRD-Right-1-2= 20 PLF Load Start: A-1-2= 0.0 FT Load End: B-1 2= 10.0 FT Load End: B-1 2= 14.0 FT Load Length: C-1-2= 10.0 FT Load Length: C-1-2= 14.0 FT Left Live Load: TRL-Left-2-2= 430 PLF Trapezoidal Load 2 Properties For: 1.9E Microllam-Trus Joist-MacMillan Left Dead Load: TRD-Left-2-2= 129 PLF Bending Stress: Fb= 2600 PSIShear Stress: Fv= 285 PSI Right Live Load: TRL Right 2 2= 430 PLF Modulus of Elasticity: E= 1900000 PSI Right Dead Load: TRD-Right-2-2= 129 PLF Stress Perpendicular to Grain: Fc_perp= 750 PSI Load Start: A-2-2= 10.0 FT Adjusted Properties Fb'= 2604 PSI Load End: B-2-2= 14.25 FT Fb'(Tension): Load Length: C-2-2= 4.25 FT Adjustment Factors: Cd=1.00 Cf=1.00 Properties For: 1.9E Microllam-Trus Joist-MacMillan Fv': Fv'= 285 PSI Bending Stress: Fb= 2600 PSI Adjustment Factors: Cd=1.00 gn q Shear Stress: Fv= 285 PSI DesiAdjustment Modulus of Elasticity: E= 1900000 PSI Controlling Moment: M= 3675 FT LB Stress Perpendicular to Grain: Fc_perp= 750 PSI 7.0 Ft from left support of span 2(Center Span) Adjusted Properties Critical moment created by combining all dead loads and live loads on span(s)2 Fb'(Tension): Fb'= 2604 PSIControlling Shear: V= 903 LB Adjustment Factors:Cd=1.00 Cf=1.00 At a distance d from right support of span 2(Center Span) Fv': Fv'= 285 PSI Critical shear created by combining all dead loads and live loads on span(s)2 Adjustment Factors:Cd=1.00 Comparisons With Required Sections: eq= 16.94 N3 Design Requirements: Section Modulus (Moment): SrS= 16.94 N3 Controlling Moment: M= 11978 FT-LB 7.268 Ft from left support of span 2(Center Span) Area(Shear): Areq= 4.75 N2 Critical moment created by combining all dead loads and live loads on span(s)2 A= 41.56 N2 Controlling Shear: V= 3171 LB Moment of Inertia (Deflection): Ireq= 146.19 N4 At a distance d from right support of span 2(Center Span) l= 488.41 N4 Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 55.20 N3 S= 123.39 N3 Area(Shear): 16.69 N2 _'' A� � I a � ;`r i Areq= 62.34 N2 )�� - Moment of Inertia(Deflection): r_5 t'` °''"t' / t�j�'�3a' j 3 h Ireq= 487.78 N4 2000 �:�+�r'ty�, " • 1= 732.62 N4 er Dr 200 /est To °er- � � �.. � F i-.Ngfer. 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