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LoAgE, C*AU./10-Vt.'' t... t4 6 ) 2f. yit Multi-Loaded Beam(2000 International Building Code (97 NDS)1 Ver: 6.00.8114 1., (9) ei...,. _ 61.6_ vA.1.v..._ 11 -5 e4.i..-- Pa,y,,c CColumn(2000 International Building Code(97 NDS))Ver: 6.00.81 By: . ,Arrow Building Center on:02-27-2007: 3:35:10 PM By: . ,Arrow Building Center on: 02-27-2007:3:56:53 PM Prosect: STRONG ARM CONST-1000-Location: BSMT COLUMN SUPT'G STL BEAM@THEATRE Prosect: STRONG ARM CONST-1000-Location:BSMT BEAM UNDER PORCH Summary: Summary: Combination Symbol#48-Visually Graded Southern Pine-Dry Use / ' (2) 1.75 IN x 11.875 IN x 20.0 FT(10+ 10)/1.9E Microllam-Trus Joist-MacMillan Section Adequate 5.25 x 5.5 x 10.0 FT TB / Section Adequate By: 77.4% Controlling Factor:Section Modulus/Depth Required 8.92 In 8.0% Vertical Reactions: *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Live: Vert-LL-Rxn= 7636 LB Dead Load: DLD-Center= 0.03 IN Dead: Vert-DL-Rxn= 3550 LB Live Load: LLD-Center- 0.09 IN =L/1355 Total: Vert-TL-Rxn= 11186 LB Total Load: TLD-Center- 0.11 IN=L/1059 Axial Loads: Right Span Deflections: Live Loads: PL= 7636 LB Dead Load: DLD-Right= 0.03 IN Dead Loads: PD= 3470 LB Live Loao: LLD-Ri.i lt= 11.1 - 1 IA7LL r.,-.1.,,,,r.,-.1.,,,,r.,-.1.,,,, vn1f1111..i.-4.:. n 3.0 v = u I w..I 1 - • -,y„ . %......,V v- vu Lo Total Load: TLD-Right= 0.11 IN =L/1059 Total Loads: PT= 11186 LB Center Span Left End Reactions(Support A): Eccentricity(X-X Axis): ex= 0.00 IN Live Load: LL-Rxn-A= 2275 LB Eccentricity(Y-Y Axis): ey= 0.00 IN I Dead Load: DL-Rxn-A= 934 LB Axial Duration Factor: Cd-Axial= 1.00 Total Load: TL-Rxn-A= 3209 LB Column Data: Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.22 IN Length: L= 10.0 FT Maximum Unbraced Length(X-X Axis): Lx= 10.0 FT Center SpanRight End Reactions(Support B): Maximum Unbraced LengthAxis Ly= 10.0 FT Live Load: LL-Rxn-B= 6500 LB (Y-Y )� Dead Load: DL-Rxn-B= 3112 LB Column End Condition: Ke= 1.0 Total Load: TL-Rxn-B= 9612 LB Calculated Properties: Bearing Length Required (Beam only, support capacity not checked): BL-B= 3.66 IN Column Section(X-X Axis): dx= 5.50 IN Right End Reactions (Support C): Column Section(Y-Y Axis): dy= 5.25 IN Live Load: LL-Rxn-C= 2275 LB Area: A= 28.88 IN2 Dead Load: DL-Rxn-C= 934 LB Section Modulus(X-X Axis): Sx= 26.47 IN3 Total Load: TL-Rxn-C= 3209 LB Section Modulus(Y-Y Axis): Sy= 25.27 IN3 Bearing Length Required (Beam only, support capacity not checked): BL-C= 1.22 IN Slenderness Ratio: Lex/dx= 21.82 1.5 Ley/dy= 22.9 Dead Load Uplift F.S.: FS= Properties For:Combination Symbol#48-Visually Graded Southern Pine Beam Data: Center Span Length: L2= 10.0 FT Compressive Stress: Fc= 2200 PSI Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Modulus of Elasticity: E= 1700000 PSI Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Bending Stress(X-X Axis): Fbx= 1600 PSI Right Span Length: L3= 10.0 FT Bending Stress(Y-Y Axis): Fby= 2000 PSI Right Span Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Adjusted Properties: Right Span Unbraced Length-Bottom of Beam: Lu3-Bottom= 10.0 FT Fc': Fc'= 1212 PSI Cd= 1.00 Adjustment Factors: Cd=1.00 Cp=0.55 LLive Load Durationflet. Factor: L/ 480 Column Calculations(Controlling Case Only): Totale Load Deflect. Criteria:LeiL/ 360 Controlling Load Case:Axial Total Load Only(L+ D) nLoad Deflect. Criteria: Compressive Stress: fc= 387 PSI Center Span Loading: Allowable Compressive Stress: Fc'= 1212 PSI Uniform Load: Live Load: wL-2= 520 PLF Dead Load: wD-2= 156 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-2= 689 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 80 PLF Right Live Load: TRL-Right-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 80 PLF . Load Start: A-1-2= 0.0 FT Load End: B-1-2= 10.0 FT Load Length: C-1-2= 10.0 FT Right Span Loading: Uniform Load: Live Load: wL-3= 520 PLF Dead Load: wD-3= 156 PLF Beam Self Weight: BSW= 13 PLF Total Load: wT-3= 689 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-3= 0 PLF i eft ne,,,4 i ,,,,a. TRD-Left-1-3= 80 PLF Right Live Load: TRL-Right-1-3= 0 PLF BUILDING Right Dead Load: TRD Right 1-3= 80 PLF ARROWCENTER Load Start: A-1-3= 0.0 FT 20n� Load End: B-1-3= 10.0 FT l0� V.1.-:„31. '?- Load Length: C-1-3= 10.0 FT �t11� �" ' - 1/ '1" Dr. Properties For: 1.9E Microllam-Trus Joist-MacMillan water. i' ;�: , Bending Stress: Fb= 2600 PSI of 55082 • Shear Stress: Fv= 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Compression Face in Tension): Fb'= 2488 PSI Adjustment Factors: Cd=1.00 CI=0.96 Cf=1.00