The URL can be used to link to this page

Home My WebLink AboutTruss Joist Multi Span Tables 13. 0071 I page ''Project:212267-2 TERRY MLIKKELSON / t.:=cation: 03 MAST BATH GIRDER LOADS ONLY ; fp y D.F.P.PLANNING 8�DESIGN "Multi-Loaded Multi-Span Beam " 1 .' 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] y' BLAINE MINN.55449 (2)1.75 IN x 16.0 IN x 15.5 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:47 AM Section Adequate By:8.1% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONSCenter LOADING DIAGRAM Live Load 0.32 IN L/581 Dead Load 0.13 in Total Load 0.45 IN U413 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 4340 lb 4340 lb Dead Load 1763 lb 1763 lb Total Load 6103 lb 6103 lb Bearing Length 2.33 in 2.33 in BEAM DATA Center Span Length 15.5 ft - Unbraced Length-Top 15.5 ft 15.5 ft Unbraced Length-Bottom 15.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adiusted Beam Self Weight 18 plf Bending Stress: Fb= 2600 psi Fb'= 2054 psi Total Uniform Load 128 plf Cd=1.00 CI=0.82 CF=0.96 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Cd=1.00 Left Live Load 480 plf Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Left Dead Load 180 plf Comp.-L to Grain: Fc-1= 750 psi Fc- L'= 750 psi Right Live Load 480 plf plf Controlling Moment: 23650 ft-lb Right Dead Load 180 7.75 Ft from left support of span 2(Center Span) Load Startnd0 ft ft Created by combining all dead loads and live loads on span(s)2 Load End 15.5 ft Controlling Shear: 5127 lb Load Length 15.5 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 138.17 in3 149.33 in3 Area(Shear): 26.98 in2 56 in2 Moment of Inertia(deflection): 740.74 in4 1194.67 in4 Moment: 23650 ft-lb 25559 ft-lb Shear: 5127 lb 10640 lb 644'F'la`k.M� ten key` 58416 =U :,-4140h, QFC$ Asa , �f yY• • page Project:212267-2 TERRY MIKKELSON Location:04 MAST BATH EXT GIRDER LOADS ONLY 'sty D.F.P. PLANNING&DESIGN -Multi-Loaded Multi-Span Beam S(" ��C , 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 14.0 IN x 13.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:47 AM Section Adequate By:9.1% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN L/2703 Dead Load 0.27 in Total Load 0.33 IN U474 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 1 REACTIONS A B Live Load 681 lb 1497 lb Dead Load 2078 lb 5040 lb Total Load 2758 lb 6537 lb Bearing Length 1.05 in 2.49 in BEAM DATA Center Span Length 13 ft Unbraced Length-Top 13 ft 13 ft Unbraced Length-Bottom 13 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 15 plf Bending Stress: Fb= 2600 psi Fb'= 2307 psi Total Uniform Load 125 plf Cd=1.00 CI=0.91 CF=0.98 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1900 ksi E= 1900 ksi Dead Load 6103 lb Comp.1 to Grain: Fc-L= 750 psi Fc-1'= 750 psi Location 9.33 ft Controlling Moment: 20144 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 9.36 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 310 plf Controlling Shear: -5964 lb Left Dead Load 116 plf At a distance d from right support of span 2(Center Span) Right Live Load 310 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 116 plf Load Start 9.33 ft Comparisons with required sections: Req'd Provided Load End 13 ft Section Modulus: 104.76 in3 114.33 in3 Load Length 3.67 ft Area(Shear): 31.39 in2 49 in2 Moment of Inertia(deflection): 405.19 in4 800.33 in4 Moment: 20144 ft-lb 21984 ft-lb Shear: -5964 lb 9310 lb page Project:212267-2 TERRY MIKKELSON / Location:06 MAST BATH WDW '� '�irl:I� ) D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam U 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.5 IN x 5.5 IN x 5.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:47 AM Section Adequate By:254.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN U2564 Dead Load 0.01 in Total Load 0.04 IN L/1815 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 213 lb 213 lb Dead Load 88 lb 88 lb Total Load 301 lb 301 lb Bearing Length 0.24 in 0.24 in BEAM DATA Center 5.33 ft Span Length 5.33 ft Unbraced Length-Top 5.33 ft Unbraced Length-Bottom 5.33 ft UNIFORM LOADS enter Live Load Duration Factor 1.00 Uniform Live Load 80 plf Notch Depth 0.00 Uniform Dead Load 30 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 113 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1129 psi Cd=1.00 C1=0.99 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 401 ft-lb 2.66 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 253 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 4.27 in3 15.13 in3 Area(Shear): 2.81 in2 16.5 in2 Moment of Inertia(deflection): 5.84 in4 41.59 in4 Moment: 401 ft-lb 1423 ft-lb Shear: 253 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location: 07 MAST BED WDWD.F.P. PLANNING&DESIGN -Multi-Loaded Multi-Span Beam Sr �IGboo_ 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] + '" +"-" BLAINE MINN.55449 (2) 1.5 IN x 5.5 IN x 4.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:362.2% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN U3812 Dead Load 0.01 in Total Load 0.02 IN L/2699 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 187 lb 187 lb Dead Load 77 lb 77 lb Total Load 264 lb 264 lb Bearing Length 0.21 in 0.21 in BEAM DATACenter 4.67 ft Span Length 4.67 ft Unbraced Length-Top 4.67 ft Unbraced Length-Bottom 4.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Notch Depth 0.00 Uniform Live Load 80 plf Uniform Dead Load 30 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 113 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1130 psi Cd=1.00 C1=0.99 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.-L to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 308 ft-lb 2.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -216 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 3.27 in3 15.13 in3 Area(Shear): 2.4 in2 16.5 in2 Moment of Inertia(deflection): 3.93 in4 41.59 in4 Moment: 308 ft-lb 1424 ft-lb Shear: -216 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location: 08 MAST BED WDW 1911111$04,• D.F.P.PLANNINGG&DESIGN -Multi-Loaded Multi-Span Beam9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 9.5 IN x 7.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By: 133.0% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1274 Dead Load 0.03 in Total Load 0.09 IN U914 Live Load Deflection Criteria: 11360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 2030 lb 2030 lb Dead Load 799 lb 799 lb Total Load 2829 lb 2829 lb Bearing Length 1.08 in 1.08 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 7 ft 7 e Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 580 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 218 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2630 psi Total Uniform Load 808 plf Cd=1.00 CI=0.98 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.1 to Grain: Fc-1= 750 psi Fc- = 750 psi Controlling Moment: 4951 ft-lb 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2207 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 22.59 in3 52.65 in3 Area(Shear): 11.62 in2 33.25 in2 Moment of Inertia(deflection): 70.66 in4 250.07 in4 Moment: 4951 ft-lb 11538 ft-lb Shear: -2207 lb 6318 lb page Project:212267-2 TERRY MIKKELSON Location: 10 BED 2 WDW i ucaIc D.F.P.PLANNING&DESIGN -Multi-Loaded Multi-Span Beam ! 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.75 IN x 9.5IN x 7.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:80.8% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN L/986 Dead Load 0.03 in Total Load 0.12 IN L/710 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 2643 lb 2568 lb Dead Load 1027 lb 999 lb Total Load 3671 lb 3567 lb Bearing Length 1.40 in 1.36 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 7 ft IIIIIIIIIIIIIIIII!IMIIIMIIII/t Unbraced Length-Bottom 7 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2630 psi Total Uniform Load 10 plf Cd=1.00 C1=0.98 CF=1.03 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Qng Two Cd=1.00 Left Live Load 760 plf 710 plf Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Left Dead Load 285 plf 266 plf Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Right Live Load 760 plf 710 plf Controlling Moment: 6383 ft-lb Right Dead Load 285 plf 266 plf Load Start 0 ft 4.83 ft 3.5 Ft from left support of span 2(Center Span) Load End 4.83 ft 7 ft Created by combining all dead loads and live loads on span(s)2 Load Length 4.83 ft 2.17 ft Controlling Shear: 2858 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 29.12 in3 52.65 in3 Area(Shear): 15.04 in2 33.25 in2 Moment of Inertia(deflection): 91.28 in4 250.07 in4 Moment: 6383 ft-lb 11538 ft-lb Shear: 2858 lb 6318 lb page Project:212267-2 TERRY MIKKELSON Location: 11 BED 2 WDWD.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam . 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 3.17 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:905.2% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN U8629 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 127 lb 127 lb Dead Load 52 lb 52 lb Total Load 179 lb 179 lb Bearing Length 0.14 in 0.14 in BEAM DATA Center 3.17 ft Span Length 3.17 ft Unbraced Length-Top 3.17 ft Unbraced Length-Bottom 3.17 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 80 plf Notch Depth 0.00 Uniform Dead Load 30 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 113 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1132 psi Cd=1.00 CI=1.00 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.-L to Grain: Fc- L= 425 psi Fc---'= 425 psi Controlling Moment: 142 ft-lb 1.59 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 129 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 1.5 in3 15.13 in3 Area(Shear): 1.43 in2 16.5 in2 Moment of Inertia(deflection): 1.23 in4 41.59 in4 Moment: 142 ft-lb 1427 ft-lb Shear: 129 lb 1485 lb page Project:212267-2 TERRY MIKKELSON Location: 13 BED 2 BATH WDW D.F.P.PLANNING&DESIGN / 'Multi-Loaded Multi-Span Beam "amu'}! '- 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 2.83 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:49.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN U1986 Dead Load 0.01 in Total Load 0.02 IN U1440 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 976 lb 976 lb Dead Load 371 lb 371 lb Total Load 1347 lb 1347 lb Bearing Length 1.06 in 1.06 in BEAM DATA Center 2.83ft Span Length 2.83 ft Unbraced Length-Top 2.83 ft Unbraced Length-Bottom 2.83 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 690 plf Notch Depth 0.00 Uniform Dead Load 259 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 952 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1133 psi Cd=1.00 CI=1.00 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi Emin'= 510 ksi Comp.1 to Grain: Fc- L= 425 psi Fc- = 425 psi Controlling Moment: 953 ft-lb 1.41 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -916 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 10.1 in3 15.13 in3 Area(Shear): 10.18 in2 16.5 in2 Moment of Inertia(deflection): 7.54 in4 41.59 in4 Moment: 953 ft-lb 1428 ft-lb Shear: -916 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location: 14 STAIR WDW Sir" D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam ti 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 2.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:75.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/2473 Dead Load 0.00 in Total Load 0.02 IN U1791 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 881 lb 881 lb Dead Load 335 lb 335 lb Total Load 1216 lb 1216 lb Bearing Length 0.95 in 0.95 in BEAM DATA Center 2.67 ft Span Length 2.67 ft Unbraced Length-Top 2.67 ft Unbraced Length-Bottom 2.67 ft UNIFORM LOADS enter Live Load Duration Factor 1.00 Uniform Live Load 660 plf Notch Depth 0.00 Uniform Dead Load 248 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 911 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1133 psi Cd=1.00 CI=1.00 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.1 to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 812 ft-lb 1.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 803 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 8.6 in3 15.13 in3 Area(Shear): 8.92 in2 16.5 in2 Moment of Inertia(deflection): 6.06 in4 41.59 in4 Moment: 812 ft-lb 1428 ft-lb Shear: 803 lb 1485 lb Project:212267-2 page TERRY MIKKELSON 25 FRONT PORCH �� D.F.P. PLANNING NG&&DESIGN "Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 11.875 IN x 8.5 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:43.5% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1367 Dead Load 0.09 in Total Load 0.17 IN L/616 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B 2 Live Load 3092 lb 2687 lb Dead Load 2658 lb 2957 lb Total Load 5751 lb 5645 lb Bearing Length 2.19 in 2.15 in BEAM DATA Center Span Length 8.5 ft Unbraced Length-Top 8.5 ft 8.5ft Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2600 psi Fb'= 2511 psi Total Uniform Load 13 plf Cd=1.00 C1=0.96 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Two Cd=1.00 Live Load 0 lb 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 1347 lb 1347 lb Comp. L to Grain: Fc- = 750 psi Fc--- = 750 psi Location 3.75 ft 6.33 ft Controlling Moment: 11996 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.74 Ft from left support of span 2(Center Span) Load Number One Two Three Four Created by combining all dead loads and live loads on span(s)2 Left Live Load 60 plf 150 plf 690 plf 690 plf Controlling Shear: 4479 lb Left Dead Load 19 plf 56 plf 372 plf 372 plf At a distance d from left support of span 2(Center Span) Right Live Load 60 plf 150 plf 690 plf 690 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 19 plf 56 plf 372 plf 372 plf Load Start Oft Oft Oft 6.33 ft Comparisons with required sections: Rea'd Provided Load End 7 ft 8.5 ft 3.75 ft 8.5 ft Section Modulus: 57.33 in3 82.26 in3 Load Length 7 ft 8.5 ft 3.75 ft 2.17 ft Area(Shear): 23.57 in2 41.56 in2 Moment of Inertia(deflection): 285.42 in4 488.41 in4 Moment: 11996 ft-lb 17214 ft-lb Shear: 4479 lb 7897 lb Project:212267-2 Page TERRY MIKKELSON / Location:26 FRONT PORCH �u+ '� D.F.P.PLANNING 13<DESIGN `Multi-Loaded Multi-Span Beam S�" C81� 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 9.25 IN x 11.0 FT(2.8+8.2) #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:44.8% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load 0.00 IN L/6750 0.05 IN L/1866 Dead Load 0.00 in 0.02 in Total Load -0.01 IN L/5065 0.07 IN L/1346 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B C Live Load 262 lb 2129 lb 848 lb Dead Load -128 lb 843 lb 333 lb Total Load 134 lb 2972 lb 1181 lb Uplift(1.5 F.S) -715 lb 0 lb 0 lb Bearing Length 0.11 in 2.33 in 0.93 in BEAM DATA Left Center 111.11111111111111111111111111111111; Span Length 2.75 ft 8.25 ft 2.75 ft 8.25 ft Unbraced Length-Top 2.75 ft 8.25 ft Unbraced Length-Bottom 2.75 ft 8.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center Uniform Live Load 203 plf 253 plf MATERIAL PROPERTIES Uniform Dead Load 76 plf 95 plf #2-Spruce-Pine-Fir Beam Self Weight 5 plf 5P if Base Values Adjusted Total Uniform Load 284 plf 353 plf Bending Stress: Fb= 875 psi Fb'= 942 psi Cd=1.00 C/=0.98 CF=1.10 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp. L to Grain: Fc- = 425 psi Fc- = 425 psi Controlling Moment: -2320 ft-lb Over left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Controlling Shear: 1475 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Read Provided Section Modulus: 29.54 in3 42.78 in3 Area(Shear): 16.39 in2 27.75 in2 Moment of Inertia(deflection): 38.16 in4 197.86 in4 Moment: -2320 ft-lb 3360 ft-lb Shear: 1475 lb 2498 lb page Project:212267-2 TERRY MIKKELSON Location: 35 KIT WDW �s D.F.P.PLANNING&DESIGN / .st`Multi-Loaded Multi-Span Beamr " 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2) 1.5 IN x 5.5 IN x 3.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:561.1% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN L/9819 Dead Load 0.00 in Total Load 0.01 IN L/5751 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 117 lb 117 lb Dead Load 63 lb 337 lb Total Load 181 lb 454 lb Bearing Length 0.14 in 0.36 in :1111.11111111111.1.11111.111111111; BEAM DATA Center 3.67 ft Span Length 3.67 ft Unbraced Length-Top 3.67 ft Unbraced Length-Bottom 3.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1131 psi Load Number One Cd=1.00 CI=0.99 CF=1.30 Live Load 0 lb Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 301 lb Cd=1.00 Location 3.5 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod,of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.1 to Grain: Fc-J-= 425 psi Fc-1'= 425 psi Controlling Moment: 180 ft-lb 1.98 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -225 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 1.91 in3 15.13 in3 Area(Shear): 2.5 in2 16.5 in2 Moment of Inertia(deflection): 2.6 in4 41.59 in4 Moment: 180 ft-lb 1426 ft-lb Shear: -225 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location:36 DIN WDW "Ws� D.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam �1! "'1s 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 4.83 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By:41.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN U1991 Dead Load 0.04 in Total Load 0.07 IN L/791 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 342 lb 287 lb Dead Load 462 lb 532 lb Total Load 804 lb 819 lb Bearing Length 0.63 in 0.64 in BEAM DATA Center 4.83 ft Span Length 4.83 ft Unbraced Length-Top 4.83 ft Unbraced Length-Bottom 4.83 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1129 psi Load Number One Cd=1.00 CI=0.99 CF=1.30 Live Load 0 lb Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 264 lb Cd=1.00 Location 4 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min. Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.-L to Grain: Fc-1= 425 psi Fc-1-'= 425 psi Load Number One Left Live Load 80 plf Controlling Moment: 1007 ft-lb Left Dead Load 150 plf 2.51 Ft from left support of span 2(Center Span) Right Live Load 80 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 150 plf Controlling Shear: -780 lb Load Start 0 ft At a distance d from right support of span 2(Center Span) Load End 4 ft Created by combining all dead loads and live loads on span(s)2 Load Length 4 ft Comparisons with required sections: Read Provided Section Modulus: 10.7 in3 15.13 in3 Area(Shear): 8.66 in2 16.5 in2 Moment of Inertia(deflection): 18.92 in4 41.59 in4 Moment: 1007 ft-lb 1424 ft-lb Shear: -780 lb 1485 lb Project:212267-2 page TERRY MIKKELSON 38 GRT RM WDW ��+ �«, � D.F.P. PLANNINGG&DESIGN 'Multi-Loaded Multi-Span Beam 7\7_ - r 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 IN x 5.5 IN x 3.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:48 AM Section Adequate By: 163.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN U4364 Dead Load 0.01 in Total Load 0.02 IN U1958 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 264 lb 264 lb Dead Load 325 lb 325 lb Total Load 589 lb 589 lb Bearing Length 0.46 in 0.46 in BEAM DATA Center 3.67 ft Span Length 3.67 ft Unbraced Length-Top 3.67 ft Unbraced Length-Bottom 3.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1131 psi Load Number One Cd=1.00 C1=0.99 CF=1.30 Left Live Load 80 plf Shear Stress: Fv= 135 psi Fv'= 135 psi Left Dead Load 150 plf Cd=1.00 Right Live Load 80 plf Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Right Dead Load 150 plf Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Load Start 0 ft Comp.L to Grain: Fc- = 425 psi Fc- = 425 psi Load End 3.67 ft Controlling Moment: 540 ft-lb Load Length 3.67 ft 1.84 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 448 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 5.73 in3 15.13 in3 Area(Shear): 4.97 in2 16.5 in2 Moment of Inertia(deflection): 7.65 in4 41.59 in4 Moment: 540 ft-lb 1426 ft-lb Shear: 448 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location:39 GRT RM WDW D.F.P.g'`{ 1 Io, PLANNING&DESIGN "Multi-Loaded Multi-Span Beam "E "1'Iw 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 3.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 155.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/5191 Dead Load 0.01 in Total Load 0.02 IN L/1934 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 177 lb 245 lb Dead Load 276 lb 354 lb Total Load 453 lb 598 lb Bearing Length 0.36 in 0.47 in111111111.11111111111 BEAM DATA Center 3.67 ft Span Length 3.67 ft Unbraced Length-Top 3.67 ft Unbraced Length-Bottom 3.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1131 psi Load Number One Cd=1.00 CI=0.99 CF=1.30 Live Load 0 lb Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 179 lb Cd=1.00 Location 1.33 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1-to Grain: Fc- = 425 psi Fc--L'= 425 psi Load Number One Left Live Load 80 plf Controlling Moment: 558 ft-lb Left Dead Load 150 plf 1.8 Ft from left support of span 2(Center Span) Right Live Load 80 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 150 plf Controlling Shear: -457 lb Load Start 1.33 ft At a distance d from right support of span 2(Center Span) Load End 3.67 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2.34 ft Comparisons with required sections: Read Provided Section Modulus: 5.92 in3 15.13 in3 Area(Shear): 5.08 in2 16.5 in2 Moment of Inertia(deflection): 7.74 in4 41.59 in4 Moment: 558 ft-lb 1426 ft-lb Shear: -457 lb 1485 lb Project:212267-2 page TERRY MIKKELSON / Location:41 FOYER DR i�+ D.F.P.PLANNING&DESIGN 'Multi-Loadedo Multi-Span Beam tow"u 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 INx5.5INx5.17FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By:368.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN L/3512 Dead Load 0.01 in Total Load 0.03 IN L/2470 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 165 lb 165 lb Dead Load 70 lb 70 lb Total Load 235 lb 235 lb Bearing Length 0.18 in 0.18 in BEAM DATA Center 5.17 ft Span Length 5.17 ft Unbraced Length-Top 5.17 ft Unbraced Length-Bottom 5.17 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1129 psi Cd=1.00 CI=0.99 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Min. Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.-I-to Grain: Fc-1 = 425 psi Fc-1'= 425 psi Controlling Moment: 304 ft-lb 2.59 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 198 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 3.23 in3 15.13 in3 Area(Shear): 2.2 in2 16.5 in2 Moment of Inertia(deflection): 6.06 in4 41.59 in4 Moment: 304 ft-lb 1423 ft-lb Shear: 198 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location: 44 PERGOLA LOADS ONLY }-- io D.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam "1� a!E 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 5.5 INx11.5INx27.83FT(4.1 +19.7+4.1) #2-Western Cedars(North)-Wet Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 583.2% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Left Center Right Live Load 0.00 IN Ulnfinity 0.00 IN L/Infinity 0.00 IN L/Infinity Dead Load 0.00 in 0.05 in 0.00 in Total Load 0.00 IN L/MAX 0.05 IN L/4701 0.00 IN UMAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS A B C1 D Live Load 0 lb 0 lb 0 lb 0 lb Dead Load -142 lb 540 lb 540 lb -142 lb Total Load -142 lb 540 lb 540 lb -142 lb Uplift(1.5 F.S) -142 lb 0 lb 0 lb -142 lb Bearing Length 0.00 in 0.34 in 0.34 in 0.00 in 4,08 ft 19.67 ft 4.08 ft BEAM DATA Left Center Right Span Length 4.08 ft 19.67 ft 4.08 ft Unbraced Length-Top 4.08 ft 19.67 ft 4.08 ft UNIFORM LOADS kelt Center Right Unbraced Length-Bottom 4.08 ft 19.67 ft 4.08 ft Uniform Live Load 0 plf 0 plf 0 plf Live Load Duration Factor 1.00 Uniform Dead Load 19 plf 19 plf 19 plf Notch Depth 0.00 Beam Self Weight 10 plf 10 plf 10 plf MATERIAL PROPERTIES Total Uniform Load 29 plf 29 plf 29 plf #2-Western Cedars(North) Base Values Adjusted Bending Stress: Fb= 625 psi Fb'= 553 psi Cd=0.90 CI=0.98 CF=1.00 Shear Stress: Fv= 130 psi Fv'= 117 psi Cd=0.90 Modulus of Elasticity: E= 800 ksi E'= 800 ksi Min.Mod.of Elasticity: E_min= 290 ksi E_min'= 290 ksi Comp.- to Grain: Fc- 1 = 425 psi Fc--L'= 285 psi Cm=O.67 Controlling Moment: -817 ft-lb 19.67 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -259 lb At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Redd Provided Section Modulus: 17.74 in3 121.23 in3 Area(Shear): 3.32 in2 63.25 in2 Moment of Inertia(deflection): 35.59 in4 697.07 in4 Moment: -817 ft-lb 5583 ft-lb Shear: -259 lb 4934 lb page Project:212267-2 TERRY MIKKELSON Location:45 MUD DR ��i+ D.F.P.PLANNING&DESIGN Multi-Loaded Multi-San Beam ""fir Multi-Span 9100 BALTIMORE ST / [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.5 IN x 5.5 IN x 3.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 147.4% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/2804 Dead Load 0.01 in Total Load 0.02 IN L/2022 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 500 lb 500 lb Dead Load 193 lb 193 lb Total Load 693 lb 693 lb Bearing Length 0.54 in 0.54 in BEAM DATA Center 3.33 ft Span Length 3.33 ft Unbraced Length-Top 3.33 ft Unbraced Length-Bottom 3.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 113 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 416 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1132 psi Cd=1.00 CI=0.99 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.L to Grain: Fc-L= 425 psi Fc-L'= 425 psi Controlling Moment: 577 ft-lb 1.66 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -513 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus: 6.11 in3 15.13 in3 Area(Shear): 5.7 in2 16.5 in2 Moment of Inertia(deflection): 7.41 in4 41.59 in4 Moment: 577 ft-lb 1426 ft-lb Shear: -513 lb 1485 lb Project:212267-2 page TERRY MIKKELSON � Location: 46 BSMT STAIR 1+ D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam �!'' 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2) 1.5 IN x 5.5 IN x 4.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 187.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN L/2346 Dead Load 0.01 in Total Load 0.03 IN U1676 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 304 lb 304 lb Dead Load 121 lb 121 lb Total Load 425 lb 425 lb Bearing Length 0.33 in 0.33 in BEAM DATA Center 4.67 ft Span Length 4.67 ft Unbraced Length-Top 4.67 ft Unbraced Length-Bottom 4.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 130 plf Notch Depth 0.00 Uniform Dead Load 49 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 182 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1130 psi Cd=1.00 CI=0.99 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.l to Grain: Fc-1= 425 psi Fc-1'= 425 psi Controlling Moment: 496 ft-lb 2.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 348 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 5.27 in3 15.13 in3 Area(Shear): 3.87 in2 16.5 in2 Moment of Inertia(deflection): 8.94 in4 41.59 in4 Moment: 496 ft-lb 1424 ft-lb Shear: 348 lb 1485 lb Project:212267-2 page TERRY MIKKELSON Location:51 WET BAR ��+ + `� D.F.P.PLANNING&DESIGN -Multi-Loaded Multi-Span Beam Srl 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 9.25 IN x 5.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 10.6% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN L/1474 Dead Load 0.02 in Total Load 0.06 IN L/1065 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 REACTIONS A Live Load 1559 lb 1559 lb Dead Load 598 lb 598 lb Total Load 2158 lb 2158 lb Bearing Length 1.69 in 1.69 in BEAM DATA Center Span Length 5.67 ft Unbraced Length-Top 5.67 ft 5.67 ft Unbraced Length-Bottom 5.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 550 plf #2-Spruce-Pine-Fir Uniform Dead Load 206 plf Base Values Adiusted Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 949 psi Total Uniform Load 761 plf Cd=1.00 CI=0.99 CF=1.10 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp. L to Grain: Fc- = 425 psi Fc- = 425 psi Controlling Moment: 3058 ft-lb 2.84 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1597 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus: 38.67 in3 42.78 in3 Area(Shear): 17.74 in2 27.75 in2 Moment of Inertia(deflection): 66.88 in4 197.86 in4 Moment: 3058 ft-lb 3383 ft-lb Shear: -1597 lb 2498 lb Project:212267-2 page TERRY MIKKELSON / Location: 52 REC RM HALL sti D.F.P.PLANNING DESIGN `Multi-Loaded Multi-Span Beam i 14• 9100 BALTIMORE if<ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3) 1.75 IN x 11.875 IN x 12.83 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By:51.7% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.20 IN L/774 Dead Load 0.08 in Total Load 0.28 IN L/546 Live Load Deflection Criteria:U480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 3163 lb 2822 lb Dead Load 1311 lb 1183 lb Total Load 4474 lb 4005 lb Bearing Length 1.14 in 1.02 in BEAM DATA Center 11.11111111111111111111111111111.1 Span Length 12.83 ft Unbraced Length-Top 12.83 ft 12.83 ft Unbraced Length-Bottom 12.83 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2600 psi Fb'= 2556 psi Total Uniform Load 19 plf Cd=1.00 C1=0.98 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Load Number One Two Three Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Left Live Load 550 plf 420 plf 430 plf Comp.1 to Grain: Fc-1= 750 psi Fc- = 750 psi Left Dead Load 206 plf 158 plf 161 plf Right Live Load 550 plf 420 plf 430 plf Controlling Moment: 13164 ft-lb Right Dead Load 206 plf 158 plf 161 plf 6.16 Ft from left support of span 2(Center Span) Load Start 0 ft 4.25 ft 8.5 ft Created by combining all dead loads and live loads on span(s)2 Load End 4.25 ft 8.5 ft 12.83 ft Controlling Shear: 3777 lb Load Length 4.25 ft 4.25 ft 4.33 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 61.81 in3 123.39 in3 Area(Shear): 19.88 in2 62.34 in2 Moment of Inertia(deflection): 483.08 in4 732.62 in4 Moment: 13164 ft-lb 26281 ft-lb Shear: 3777 lb 11845 lb page Project:212267-2 TERRY MIKKELSON Location:53 LOWER ENTRY DR ,c" D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam V '1 9100 BALTIMORE ST [2009 International Residential Code(AISC 13th Ed ASD)] Nsai BLAINE MINN.55449 A992-50 W6x9 x 3.67 FT Section Adequate By: 1722.0% StruCaic Version 8.0.112.0 1/17/2013 8:03:49 AM Controlling Factor:Moment LOADING DIAGRAM DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 466 lb 466 lb Dead Load 439 lb 439 lb Total Load 905 lb 905 lb Bearing Length 0.47 in 0.47 in BEAM DATA Center Span Length 3.67 ft 3.67 ft Unbraced Length-Top 3.67 ft Unbraced Length-Bottom 3.67 ft STEEL PROPERTIES UNIFORM LOADS C nter W6x9-A992-50 Uniform Live Load 64 plf Uniform Dead Load 24 plf Properties: Beam Self Weight 9 plf Yield Stress: Fy= 50 ksi Total Uniform Load 97 plf Modulus of Elasticity: E= 29000 ksi T- PEZOIDAL LOADS-CENTER SPAN Depth: d= 5.9 in Load Number QL Web Thickness: tw= 0.17 in Left Live Load 190 plf Flange Width: bf= 3.94 in Left Dead Load 206 plf Flange Thickness: tf= 0.22 in Right Live Load 190 plf Distance to Web Toe of Fillet: k= 0.47 in Right Dead Load 206 plf Moment of Inertia About X-X Axis: Ix= 16.4 in4 Load Start 0 ft Section Modulus About X-X Axis: Sx= 5.56 in3 Load End 3.67 ft Plastic Section Modulus About X-X Axis: Zx= 6.23 in3 Load Length 3.67 ft Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 9.16 Allowable Flange Buckling Ratio: AFBR= 9.15 Web Buckling Ratio: WBR= 29.24 Allowable Web Buckling Ratio: AWBR= 90.55 Controlling Unbraced Length: Lb= 3.67 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.2 ft for Eqn.F2-2: Lr= 9.75 ft Nominal Flexural Strength w/safety factor: Mn= 15123 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 29.24 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 20060 lb Controlling Moment: 830 ft-lb 1.84 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 905 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 0.57 in4 16.4 in4 Moment: 830 ft-lb 15123 ft-lb Shear: 905 lb 20060 lb page Project:212267-2 TERRY MIKKELSON Location:57 BUNK WDW 1 � D.F.P.PLANNING&DESIGN -Multi-Loaded Multi-Span Beam -71f9,14-, 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 IN x 5.5 IN x 3.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By:348.7% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.01 IN L/8346 Dead Load 0.01 in Total Load 0.01 IN U3954 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:L/360 r REACTIONS A B Live Load 205 lb 126 lb Dead Load 313 lb 94 lb Total Load 518 lb 220 lb Bearing Length 0.41 in 0.17 in BEAM DATA Center 3.67 ft Span Length 3.67 ft Unbraced Length-Top 3.67 ft Unbraced Length-Bottom 3.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 64 plf Notch Depth 0.00 Uniform Dead Load 24 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 91 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1131 psi Load Number One Cd=1.00 CI=0.99 CF=1.30 Live Load 0 lb Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 181 lb Cd=1.00 Location 0.67 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.-L to Grain: Fc- L= 425 psi Fc-1'= 425 psi Load Number One Two Left Live Load 64 plf 80 plf Controlling Moment: 267 ft-lb Left Dead Load 159 plf 30 plf 1.25 Ft from left support of span 2(Center Span) Right Live Load 64 plf 80 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 159 plf 30 plf Controlling Shear: 331 lb Load Start 0 ft 0 ft At a distance d from left support of span 2(Center Span) Load End 0.67 ft 0.67 ft Created by combining all dead loads and live loads on span(s)2 Load Length 0.67 ft 0.67 ft Comparisons with required sections: Reo'd Provided Section Modulus: 2.83 in3 15.13 in3 Area(Shear): 3.68 in2 16.5 in2 Moment of Inertia(deflection): 3.79 in4 41.59 in4 Moment: 267 ft-lb 1426 ft-lb Shear: 331 lb 1485 lb Page Project:212267-2 TERRY MIKKELSON Location: 62 DETACHED GAR DR �u� �+ D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam S ical4'< 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 9.5 IN x 18.67 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By:34.8% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.46 IN 11487 Dead Load 0.23 in Total Load 0.69 IN U323 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 747 lb 747 lb Dead Load 377 lb 377 lb Total Load 1124 lb 1124 lb Bearing Length 0.43 in 0.43 in BEAM DATA Center Span Length 18.67 ft Unbraced Length-Top 18.67 ft 18.67 ft Unbraced Length-Bottom 18.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2435 psi Total Uniform Load 120 plf Cd=1.00 CI=0.91 CF=1.03 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number Two Cd=1.00 Left Live Load 0 plf Modulus of Elasticity: E= 11900 ksi E'=1 1900 ksi Left Dead Load 0 plf Comp. to Grain: Fc- = 750 psi Fc- = 750 psi Right Live Load 0 plf Controlling Moment: 5246 ft-lb Right Dead Load 38 plf 9.34 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 0 ft Controlling Shear: -1034 lb Load Length 0 ft At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 25.85 in3 52.65 in3 Area(Shear): 5.44 in2 33.25 in2 Moment of Inertia(deflection): 185.53 in4 250.07 in4 Moment: 5246 ft-lb 10682 ft-lb Shear: -1034 lb 6318 lb page Project:212267-2 / Location:01 MAST BED GIRDER LOADS ONLY D.F.PTERRY.PLANNING MIKKE8�LSON `Multi-Loaded Multi-Span Beam SfP a . - DESIGN 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (4)1.75 IN x 20.0 IN x 33.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By:22.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.39 IN U1016 Dead Load 0.96 in Total Load 1.35 IN L/294 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 1676 lb 3574 lb Dead Load 3061 lb 6456 lb Total Load 4737 lb 10031 lb Bearing Length 0.90 in 1.91 in BEAM DATA Center Span Length 33 ft -- Unbraced Length-Top 33 ft 33ft Unbraced Length-Bottom 33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 44 plf Bending Stress: Fb= 2600 psi Fb'= 2268 psi Total Uniform Load 154 plf Cd=1.00 CI=0.93 CF=0.93 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 — Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Live Load 0 Ib Comp.1 to Grain: Fc- = 750 psi Fc- L'= 750 psi Dead Load 6103 lb Location 23.75 ft Controlling Moment: 69097 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 23.76 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 290 plf Controlling Shear: -9118 lb Left Dead Load 109 plf At a distance d from right support of span 2(Center Span) Right Live Load 290 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 109 plf Load Start 24 ft Comparisons with required sections: Read Provided Load End 33 ft Section Modulus: 365.66 in3 466.67 in3 Load Length 9 ft Area(Shear): 47.99 in2 140 in2 Moment of Inertia(deflection): 3804.88 in4 4666.67 in4 Moment: 69097 ft-lb 88185 ft-lb Shear: -9118 lb 26600 lb Project:212267-2 page TERRY MIKKELSON Location: 09 MAST BED WDW 1 D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam ' 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.75 IN x 9.5 IN x 5.67 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 141.9% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN 02074 Dead Load 0.02 in Total Load 0.06 IN L/1219 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 1772 lb 2027 lb Dead Load 1064 lb 1158 lb ff Total Load 2837 lb 3185 lb Bearing Length 1.08 in 1.21 in BEAM DATA Center Span Length 5.67 ft Unbraced Length-Top 5.67 ft 5.67 ft Unbraced Length-Bottom 5.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2641 psi Total Uniform Load 10 plf Cd=1.00 C/=0.98 CF=1.03 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 Ib Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 737 lb Comp. L to Grain: Fc--I-= 750 psi Fc-1'= 750 psi Location 2.83 ft Controlling Moment: 4790 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 2.84 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 580 plf 760 plf Controlling Shear: -2408 lb Left Dead Load 218 plf 285 plf At a distance d from right support of span 2(Center Span) Right Live Load 580 plf 760 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 218 plf 285 plf Load Start 0 ft 2.83 ft Comparisons with required sections: Rea'd Provided Load End 2.83 ft 5.67 ft Section Modulus: 21.76 in3 52.65 in3 Load Length 2.83 ft 2.84 ft Area(Shear): 12.67 in2 33.25 in2 Moment of Inertia(deflection): 49.22 in4 250.07 in4 Moment: 4790 ft-lb 11586 ft-lb Shear: 2408 lb 6318 lb page Project:212267-2 TERRY MIKKELSON / Location: 17 BONUS RM WDW it &D.F.P.PLANNINGDESIGN `Multi-Loaded Multi-Span Beam : 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.75 IN x 9.5 IN x 10.17 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:49 AM Section Adequate By: 17.1% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.27 IN U446 Dead Load 0.11 in Total Load 0.38 IN L/320 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2746 lb 2746 lb Dead Load 1085 lb 1085 lb Total Load 3831 lb 3831 lb Bearing Length 1.46 in 1.46 in BEAM DATA Center Span Length 10.17 ft Unbraced Length-Top 10.17 ft 10.17 ft Unbraced Length-Bottom 10.17 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 540 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 203 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2599 psi Total Uniform Load 753 plf Cd=1.00 CI=0.97 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.1 to Grain: Fc-1= 750 psi Fc--L'= 750 psi Controlling Moment: 9740 ft-lb 5.09 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3295 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 44.97 in3 52.65 in3 Area(Shear): 17.34 in2 33.25 in2 Moment of Inertia(deflection): 201.76 in4 250.07 in4 Moment: 9740 ft-lb 11402 ft-lb Shear: -3295 lb 6318 lb page Project:212267-2 TERRY MIKKELSON Location:02 BONUS RM BATH WDW t� 1 il t , D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beamadak, , ' 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 IN x 5.5 IN x 2.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By: 114.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/3022 Dead Load 0.00 in Total Load 0.01 IN L/2188 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 721 lb 721 lb Dead Load 275 lb 275 lb Total Load 996 lb 996 lb Bearing Length 0.78 in 0.78 in BEAM DATA Center 2.67 ft Span Length 2.67 ft Unbraced Length-Top 2.67 ft Unbraced Length-Bottom 2.67 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 540 plf Notch Depth 0.00 Uniform Dead Load 203 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 746 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 1133 psi Cd=1.00 CI=1.00 CF=1.30 Shear Stress: Fv= 135 psi Fv'= 135 psi Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: Emin= 510 ksi E_min'= 510 ksi Comp. L to Grain: Fc- L= 425 psi Fc- = 425 psi Controlling Moment: 665 ft-lb 1.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -657 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 7.04 in3 15.13 in3 Area(Shear): 7.3 in2 16.5 in2 Moment of Inertia(deflection): 4.95 in4 41.59 in4 Moment: 665 ft-lb 1428 ft-lb Shear: -657 lb 1485 lb page Project:212267-2 TERRY MIKKELSON Location: 19 KIT HALL D.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam "` 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2) 1.75 IN x 9.5 IN x 6.25 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:214.4% Controlling Factor:Moment CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load0.04 IN U1922 Dead Load 0.02 in Total Load 0.05 IN 01378 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 1688 lb 1688 lb Dead Load 667 lb 667 lb Total Load 2354 lb 2354 lb Bearing Length 0.90 in 0.90 in BEAM DATA Cen r Span Length 6.25 ft Unbraced Length-Top 6.25 ft 6.25 ft Unbraced Length-Bottom 6.25 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 540 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 203 plf Base Values Adjusted Beam Self Weight 10 plf Bending Stress: Fb= 2600 psi Fb'= 2636 psi Total Uniform Load 753 plf Cd=1.00 CI=0.98 CF=1.03 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.1 to Grain: Fc- = 750 psi Fc-1-'= 750 psi Controlling Moment: 3679 ft-lb 3.12 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1789 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 16.75 in3 52.65 in3 Area(Shear): 9.42 in2 33.25 in2 Moment of Inertia(deflection): 65.33 in4 250.07 in4 Moment: 3679 ft-lb 11565 ft-lb Shear: 1789 lb 6318 lb page Project:212267-2 TERRY MIKKELSON Location:20 PWDR/GAR 1t1� D.F.P.PLANNING&DESIGN / Multi-Loaded Multi-Span Beam �"''i... 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 11.875 IN x 12.5 FT(9.5+3) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By: 18.7% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS CenterRiaht LOADING DIAGRAM Live Load 0.13 IN U912 -0.13 IN 2L/570 Dead Load 0.05 in -0.03 in Total Load 0.17 IN 0654 -0.16 IN 2U454 Live Load Deflection Criteria: 11480 Total Load Deflection Criteria:11360 REACTIONS A Live Load 4513 lb 7986 lb Dead Load 2115 lb 4145 lb Total Load 6627 lb 12132 lb Bearing Length 1.68 in 3.08 in BEAM DATA Center Right Span Length Unbraced Length-Bottom 9.5 ft 3 ft Unbraced Length-Top 9.5 ft 3 ft 9.5 ft 3ft 9 Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 410 plf 450 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 154 plf 169 plf Base Values Adjusted Beam Self Weight 19 plf 19 plf Bending Stress: Fb= 2600 psi Fb'= 2569 psi Total Uniform Load 583 plf 638 plf Cd=1.00 CI=0.99 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Two Cd=1.00 Left Live Load 40 plf 500 plf Modulus of Elasticity: E= 11900 ksi E'=1 1900 ksi Left Dead Load 15 plf 308 plf Comp. to Grain: Fc- = 750 psi Fc- = 750 psi Right Live Load 40 plf 500 plf Controlling Moment: 15181 ft-lb Right Dead Load 15 plf 308 plf Load Start 0 ft 0 ft 4.56 Ft from left support of span 2(Center Span) Load End 9.5 ft 9.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 9.5 ft 9.5 ft Controlling Shear: -6214 lb RIGHT SPAN At a distance d from right support of span 2(Center Span) Load Number ne Two Created by combining all dead loads and live loads on span(s)2, 3 Left Live Load 40 plf 510 plf Left Dead Load 15 plf 311 plf Comparisons with required sections: Req'd Provided Right Live Load 40 plf 510 plf Section Modulus: 70.9 in3 123.39 in3 Right Dead Load 15 plf 311 plf Area(Shear): 32.71 in2 62.34 in2 Load Start 0 ft 0 ft Moment of Inertia(deflection): 617.26 in4 732.62 in4 Load End 3 ft 3 ft Moment: 15181 ft-lb 26418 ft-lb Load Length aft 3 ft Shear: -6214 lb 11845 lb page Project:212267-2 TERRY MIKKELSON / Location: 23 MAIN STAIR/FOYER8D.F.P.PLANNING&DESIGN -Multi-Loaded Multi-Span Beam kI 9100. BALTIo MORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.75 IN x 9.5IN x 17.5 FT(8.8+8.8) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:81.6% Controlling Factor:Moment CAUTIONS • *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load 0.08 IN U1282 0.10 IN U1048 Dead Load 0.02 in 0.03 in Total Load 0.10 IN U1072 0.13 IN U833 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B C Live Load 1608 lb 5240 lb 1543 lb Dead Load 531 lb 2082 lb 527 lb Total Load 2139 lb 7322 lb 2070 lb Bearing Length 0.81 in 2.79 in 0.79 in BEAM DATA Left Center Span Length 8.75 ft 8.75 ft Unbraced Length-Top 8.75 ft 8.75 ft 8.75 ft 8.75 ft Unbraced Length-Bottom 8.75 ft 8.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 420 plf 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 158 plf 0 plf Base Values Adjusted Beam Self Weight 10 plf 10 plf Bending Stress: Fb= 2600 psi Fb'= 2614 psi Total Uniform Load 588 plf 10 plf Cd=1.00 CI=0.97 CF=1.03 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Two Cd=1.00 Left Live Load 560 plf 210 plf Modulus of Elasticity: E= 1 1900 ksi E'=1 1900 ksi Left Dead Load 210 plf 79 plf Comp. to Grain: Fc- = 750 psi Fc- = 750 psi Right Live Load 560 plf 210 plf Controlling Moment: -6316 ft-lb Right Dead Load 210 plf 79 plf Over right support of span 1 (Left Span) Load Start 0 ft 6.75 ft Created by combining all dead loads and live loads on span(s)1,2 Load End 6.75 ft 8.75 ft Controlling Shear: 3411 lb Load Length 6.75 ft 2 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 28.99 in3 52.65 in3 Area(Shear): 17.96 in2 33.25 in2 Moment of Inertia(deflection): 114.56 in4 250.07 in4 Moment: -6316 ft-lb 11467 ft-lb Shear: 3411 lb 6318 lb Project:212267-2 page TERRY MIKKELSON Location:24 GAR WDW 1l1+ D.F.P. PLANNING&DESIGN "Multi-Loaded Multi-Span Beam �'�! , 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINS MINN.55449 (2)1.5 IN x 7.25 IN x 3.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:55.6% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/2570 Dead Load 0.01 in Total Load 0.03 IN U1616 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 REACTIONS A B 2 Live Load 1028 lb 1028 lb Dead Load 1391 lb 1386 lb Total Load 2419 lb 2414 lb Bearing Length 1.90 in 1.89 in BEAM DATA Center Ilimilamit Span Length 3.67 ft Unbraced Length-Top 3.67 ft 3.67ft Unbraced Length-Bottom 3.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf #2-Spruce-Pine-Fir Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 4 plf Bending Stress: Fb= 875 psi Fb'= 1043 psi Total Uniform Load 114 plf Cd=1.00 C/=0.99 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Two Cd=1.00 Live Load 0 lb 0 lb Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 996 lb 996 lb Min.Mod.of Elasticity: E_ _ min= 510 ksi Emin'= 510 ksi Location 0.16 ft 3.5 ft Comp.1-to Grain: Fc-1-= 425 psi Fc-1'= 425 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 1467 ft-lb Load Number One 1.84 Ft from left support of span 2(Center Span) Left Live Load 480 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 180 plf Controlling Shear: -1243 lb Right Live Load 480 plf At a distance d from right support of span 2(Center Span) Right Dead Load 180 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft Load End 3.67 ft Comparisons with required sections: Req'd Provided Load Length 3.67 ft Section Modulus: 16.89 in3 26.28 in3 Area(Shear): 13.81 in2 21.75 in2 Moment of Inertia(deflection): 21.23 in4 95.27 in4 Moment: 1467 ft-lb 2283 ft-lb Shear: -1243 lb 1958 lb roject:212267-2 page TERRY MIKKELSON Location:43 GAR BOX WDW 1 + D.F.P.PLANNING&DESIGN `Multi-Loaded Multi-Span Beam • "'b9'!' / 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 11.875 IN x 11.33 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:42.7% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.15 IN L/897 Dead Load 0.11 in Total Load 0.26 IN L/514 1 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 2 REACTIONS A B Live Load 3572 lb 3491 lb Dead Load 5313 lb 5379 lb Total Load 8885 lb 8870 lb Bearing Length 2.26 in 2.25 in BEAM DATA enter Span Length 11.33 ft Unbraced Length-Top 11.33 ft 11.33 ft Unbraced Length-Bottom 11.33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2600 psi Fb'= 2562 psi Total Uniform Load 129 plf Cd=1.00 CI=0.98 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi POINT LOADS-CENTER SPAN Load Number One Two Cd=1.00 Live Load 0 lb 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 3831 lb 3831 lb Comp.1-to Grain: Fc--L= 750 psi Fc-1'= 750 psi Location 0.75 ft 10.75 ft Controlling Moment: 15411 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 5.55 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 480 plf 540 plf 540 plf Controlling Shear: 6594 lb Left Dead Load 180 plf 323 plf 323 plf At a distance d from left support of span 2(Center Span) Right Live Load 480 plf 540 plf 540 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 180 plf 323 plf 323 plf Load Start Oft Oft 10.75 ft Comparisons with required sections: Read Provided Load End 11.33 ft 0.75 ft 11.33 ft Section Modulus: 72.18 in3 123.39 in3 Load Length 11.33 ft 0.75 ft 0.58 ft Area(Shear): 34.71 in2 62.34 in2 Moment of Inertia(deflection): 513.26 in4 732.62 in4 Moment: 15411 ft-lb 26345 ft-lb Shear: 6594 lb 11845 lb Project:212267-2 page TERRY MIKKELSON Location: 42 GAR DR µ�a� D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2) 1.5 IN x 5.5 IN x 3.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:322.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/4814 Dead Load 0.00 in Total Load 0.01 IN L/3368 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 238 lb 672 lb Dead Load 99 lb 313 lb Total Load 337 lb 984 lb Bearing Length 0.26 in 0.77 in BEAM DATACenter 3.33 ft Span Length 3.33 ft Unbraced Length-Top 3.33 ft Unbraced Length-Bottom 3.33 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 120 plf Notch Depth 0.00 Uniform Dead Load 45 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 168 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1132 psi Load Number Two Cd=1.00 C1=0.99 CF=1.30 Left Live Load 480 plf 540 plf Shear Stress: Fv= 135 psi Fv'= 135 psi Left Dead Load 180 plf 323 plf Cd=1.00 Right Live Load 480 plf 540 plf Modulus of Elasticity: E= 1400 ksi E= 1400 ksi Right Dead Load 180 plf 323 plf Min.Mod. of Elasticity: E_min= 510 ksi E_min'= 510 ksi Load Start 2.83 ft 2.83 ft Comp. L to Grain: Fc-1= 425 psi Fc-1'= 425 psi Load End 3.33 ft 3.33 ft Load Length 0.5 ft 0.5 ft Controlling Moment: 338 ft-lb 2.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 264 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 3.58 in3 15.13 in3 Area(Shear): 2.94 in2 16.5 in2 Moment of Inertia(deflection): 3.11 in4 41.59 in4 Moment: 338 ft-lb 1426 ft-lb Shear: 264 lb 1485 lb page Project:212267-2 TERRY MIKKELSON Location: 40 FOYER WDW -,� u' v e" , D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam �4a,� 9100 BALTIMORE ST or [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.5 IN x 9.25 IN x 4.0 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By: 165.0% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN UMAX Dead Load 0.01 in Total Load 0.01 IN U4823 Live Load Deflection Criteria:U480 Total Load Deflection Criteria: 0360 i REACTIONS A B Live Load 288 lb 288 lb Dead Load 2299 lb 487 lb Total Load 2587 lb 775 lb Bearing Length 2.03 in 0.61 in BEAM DATA Center Span Length 4 ft Unbraced Length-Top 4 ft aft Unbraced Length-Bottom 4 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 64 plf #2-Spruce-Pine-Fir Uniform Dead Load 24 plf Base Values ' ed Beam Self Weight 5 plf Bending Stress: Fb= 875 psi Fb'= 954 psi Total Uniform Load 93 plf Cd=1.00 C1=0.99 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1400 ksi E.= 1400 ksi Dead Load 2070 lb Min. Mod.of Elasticity: E_ _min= 510 ksi Emin'= 510 ksi Location 0.25 ft Comp.-L to Grain: Fc-1= 425 psi Fc-1-' = 425 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 931 ft-lb Load Number One 1.6 Ft from left support of span 2(Center Span) Left Live Load 80 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 150 plf Controlling Shear: 943 lb Right Live Load 80 plf At a distance d from left support of span 2(Center Span) Right Dead Load 150 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft Load End 4 ft Comparisons with required sections: Rea'd Provided Load Length 4 ft Section Modulus: 11.71 in3 42.78 in3 Area(Shear): 10.47 in2 27.75 in2 Moment of Inertia(deflection): 14.77 in4 197.86 in4 Moment: 931 ft-lb 3399 ft-lb Shear: 943 lb 2498 lb Project:212267-2 page TERRY MIKKELSON Location: 33 MUD RM WDW �� D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam i� "VO 9100 BALTIMORE ST a [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)1.5 IN x 7.25 IN x 3.17 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:42.2% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN U2659 Dead Load 0.01 in Total Load 0.02 IN L/1745 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1331 lb 1331 lb Dead Load 697 lb 697 lb Total Load 2029 lb 2029 lb Bearing Length 1.59 in 1.59 in BEAM DATA Center Span Length 3.17 ft Unbraced Length-Top 3.17 ft 3.17 n Unbraced Length-Bottom 3.17 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 380 plf #2-Spruce-Pine-Fir Uniform Dead Load 143 plf Base Values Adjusted Beam Self Weight 4 plf Bending Stress: Fb= 875 psi Fb'= 1044 psi Total Uniform Load 527 plf Cd=1.00 CI=0.99 CF=1.20 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Left Live Load 460 plf Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Left Dead Load 293 plf Comp. L to Grain: Fc-1= 425 psi Fc--L'= 425 psi Right Live Load 460 plf Right Dead Load 293 plf Controlling Moment: 1608 ft-lb Load Start 0 ft Load End 3.17 ft 1.59 Ft from left support of span 2(Center Span) Load Length 3.17 ft Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1258 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 18.49 in3 26.28 in3 Area(Shear): 13.98 in2 21.75 in2 Moment of Inertia(deflection): 19.66 in4 95.27 in4 Moment: 1608 ft-lb 2286 ft-lb Shear: 1258 lb 1958 lb page Project:212267-2 TERRY MIKKELSON Location:34 DESK WDW + D.F.P.PLANNING&DESIGN 11) `Multi-Loaded Multi-Span Beam t "�! '}! 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.5 IN x 5.5 IN x 3.17 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By: 11.7% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN U1500 Dead Load 0.01 in Total Load 0.04 IN U959 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 1030 lb 1030 lb Dead Load 582 lb 582 lb Total Load 1612 lb 1612 lb Bearing Length 1.26 in 1.26 in BEAM DATA Center 3.17 ft Span Length 3.17 ft Unbraced Length-Top 3.17 ft Unbraced Length-Bottom 3.17 ft UNIFORM LOADS enter Live Load Duration Factor 1.00 Uniform Live Load 280 plf Notch Depth 0.00 Uniform Dead Load 105 plf MATERIAL PROPERTIES Beam Self Weight 3 plf #2-Spruce-Pine-Fir Total Uniform Load 388 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1132 psi Load Number One Cd=1.00 CI=1.00 CF=1.30 Left Live Load 370 plf Shear Stress: Fv= 135 psi Fv'= 135 psi Left Dead Load 259 plf Cd=1.00 Right Live Load 370 plf Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Right Dead Load 259 plf Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Load Start 0 ft Comp.-I-to Grain: Fc--I-= 425 psi Fc- = 425 psi Load End 3.17 ft Load Length 3.17 ft Controlling Moment: 1277 ft-lb 1.59 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1161 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 13.54 in3 15.13 in3 Area(Shear): 12.9 in2 16.5 in2 Moment of Inertia(deflection): 15.62 in4 41.59 in4 Moment: 1277 ft-lb 1427 ft-lb Shear: 1161 lb 1485 lb roject:212267-2 page TERRY MIKKELSON Location: 28 GAR R.I.A.GIRDER LOADS ONLY / ��rl_. 1 D.F.P.PLANNING&DESIGN -Multi-Loaded Multi-Span Beam '�!a'4' 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 11.875 IN x 24.0 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:21.3% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.64 IN U448 Dead Load 0.35 in Total Load 0.99 IN 0291 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 960 lb 960 lb Dead Load 516 lb 516 lb Total Load 1476 lb 1476 lb Bearing Length 0.56 in 0.56 in BEAM DATA Center Span Length 24 ft Unbraced Length-Top 24 ft 24ft Unbraced Length-Bottom 24 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 80 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 30 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2600 psi Fb'= 1959 psi Total Uniform Load 123 plf Cd=1.00 C1=0.75 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.1 to Grain: Fc- = 750 psi Fc--L'= 750 psi Controlling Moment: 8855 ft-lb 12.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1358 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 54.25 in3 82.26 in3 Area(Shear): 7.15 in2 41.56 in2 Moment of Inertia(deflection): 402.61 in4 488.41 in4 Moment: 8855 ft-lb 13426 ft-lb Shear: -1358 lb 7897 lb page Project:212267-2 TERRY MIKKELSON Location: 37 A DIN WDW/OPATIO DR D.F.P.PLANNING&DESIGN / -Multi-Loaded Multi-Span Beam - 9100 BALTIMORE ST 0 [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 9.5 IN x 12.5 FT(3.9+8.6) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By: 15.8% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONSLeft Center LOADING DIAGRAM Live Load -0.01 IN U4009 0.08 IN U1271 Dead Load -0.01 in 0.13 in Total Load -0.02 IN U2393 0.21 IN L/492 1 I Live Load Deflection Criteria:U480 Total Load Deflection Criteria: L/360 2 t REACTIONS A B C ] Live Load 2162 lb 7021 lb 2776 lb Dead Load 177 lb 8790 lb 4109 lb TR2 TR2 Total Load 2339 lb 15811 lb 6885 lb TR1 TR1 Uplift(1.5 F.S) -1134 lb 0 lb 0 lb Bearing Length 0.59 in 4.02 in 1.75 in BEAM DATA Left Center Span Length 3.92 ft 8.58 ft 3.92 ft 8.58 ft Unbraced Length-Top 3.92 ft 8.58 ft Unbraced Length-Bottom 3.92 ft 8.58 ft Live Load Duration Factor 1.00 UNIFORM LOADS Left Center Notch Depth 0.00 Uniform Live Load 160 plf 160 plf MATERIAL PROPERTIES Uniform Dead Load 60 plf 60 plf 1.9E Microllam-iLevel Trus Joist Beam Self Weight 16 plf 16 plf Base Values Adjusted Total Uniform Load 236 plf 236 plf Bending Stress: Fb= 2600 psi Fb'= 2660 psi POINT LOADS-LEFT SPAN Cd=1.00 CI=0.99 CF=1.03 Load Number One Shear Stress: Fv= 285 psi Fv'= 285 psi Live Load 0 lb Cd=1.00 Dead Load 2829 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Location 2.33 ft Comp.1-to Grain: Fc-1 = 750 psi Fc-1-'= 750 psi CENTER SPAN Load Number One Two Controlling Moment: 15116 ft-lb Live Load 0 lb 0 lb 5.23 Ft from left support of span 2(Center Span) Dead Load 2829 lb 2837 lb Created by combining all dead loads and live loads on span(s)2 Location 5.08 ft 6 ft Controlling Shear: 7339 lb At a distance d from left support of span 2(Center Span) TRAPEZOIDAL LOADS-LEFT SPAN Created by combining all dead loads and live loads on span(s)1,2 Load Number One Two Left Live Load 540 plf 580 plf Comparisons with required sections: Req'd Provided Left Dead Load 203 plf 338 plf Section Modulus: 68.2 in3 78.97 in3 Right Live Load 540 plf 580 plf Area(Shear): 38.63 in2 49.88 in2 Right Dead Load 203 plf 338 plf Moment of Inertia(deflection): 274.69 in4 375.1 in4 Load Start 0 ft 0 ft Moment: 15116 ft-lb 17502 ft-lb Load End 3.92 ft 2.33 ft Shear: 7339 lb 9476 lb Load Length 3.92 ft 2.33 ft CENTER SPAN Load Number One Two Left Live Load 540 plf 580 plf Left Dead Load 203 plf 338 plf Right Live Load 540 plf 580 plf Right Dead Load 203 plf 338 plf Load Start 0 ft 5.08 ft Load End 8.58 ft 6 ft Load Length 8.58 ft 0.92 ft page Project:212267-2 TERRY MIKKELSON Location: 37 B GRT RM WDW/PATIO DR Wiii\ �, 1) D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam ��+ +'t ,..t 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (3)1.75 IN x 9.5 IN x 12.5 FT(8.6+3.9) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:50 AM Section Adequate By:8.7% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.07 IN L/1408 -0.01 IN L/4509 Dead Load 0.15 in -0.01 in Total Load 0.22 IN L/469 -0.02 IN L/2469 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: U360 2 REACTIONS A B C ( [ Live Load 2467 lb 6194 lb 2127 lb Dead Load 4522 lb 9758 lb 236 lb Total Load 6989 lb 15953 lb 2362 lb Uplift(1.5 F.S) 0 lb 0 lb -955 lb Bearing Length 1.78 in 4.05 in 0.60 in BEAM DATA Center Right Span Length 8.58 ft 3.92 ft 8.58 ft 3.92 ft Unbraced Length-Top 8.58 ft 3.92 ft Unbraced Length-Bottom 8.58 ft 3.92 ft Live Load Duration Factor 1.00 UNIFORM LOADS Center Right Notch Depth 0.00 Uniform Live Load 160 plf 160 plf MATERIAL PROPERTIES Uniform Dead Load 60 plf 60 plf 1.9E Microllam-iLevel Trus Joist Beam Self Weight 16 plf 16 plf Base Values Adjusted Total Uniform Load 236 plf 236 plf Bending Stress: Fb= 2600 psi Fb'= 2660 psi Cd=1.00 C/=0.99 CF=1.03 POINT LOADS-CENTER SPAN Load Number One Two Shear Stress: Fv= 285 psi Fv'= 285 psi Live Load 0 lb 0 lb Cd=1.00 Dead Load 3185 lb 3671 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Location 2.58 ft 3.58 ft Comp.-1-to Grain: Fc- L= 750 psi Fc--L'= 750 psi RIGHT SPAN Load Number One Controlling Moment: 16107 ft-lb Live Load 0 lb 3.43 Ft from left support of span 2(Center Span) Dead Load 3567 lb Created by combining all dead loads and live loads on span(s)2 Location 1.67 ft Controlling Shear: -7390 lb At a distance d from right support of span 2(Center Span) TRAPEZOIDAL LOADS-CENTER SPAN Created by combining all dead loads and live loads on span(s)2,3 Load Number ne Two Left Live Load 420 plf 760 plf Comparisons with required sections: Read Provided Left Dead Load 150 plf 405 plf Section Modulus: 72.68 in3 78.97 in3 Right Live Load 420 plf 760 plf Area(Shear): 38.89 in2 49.88 in2 Right Dead Load 150 plf 405 plf Moment of Inertia(deflection): 287.66 in4 375.1 in4 Load Start 0 ft 2.58 ft Moment: 16107 ft-lb 17502 ft-lb Load End 8.58 ft 3.58 ft Shear: -7390 lb 9476 lb Load Length 8.58 ft 1 ft RIGHT SPAN Load Number One Two Left Live Load 420 plf 710 plf Left Dead Load 150 plf 386 plf Right Live Load 420 plf 710 plf Right Dead Load 150 plf 386 plf Load Start 0 ft 1.67 ft Load End 3.92 ft 3.92 ft Load Length 3.92 ft 2.25 ft Project:212267-2 page TERRY MIKKELSON Location:32 GAR DR D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam 'u' [ili 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 9.25 IN x 18.67 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:24.7% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.50 IN L/449 Dead Load 0.25 in Total Load 0.75 IN U299 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 1120 lb 1120 lb Dead Load 562 lb 562 lb Total Load 1682 lb 1682 lb Bearing Length 0.43 in 0.43 in BEAM DATA Center Span Length 18.67 ft Unbraced Length-Top 18.67 ft 18.67 ft Unbraced Length-Bottom 18.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 120 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 45 plf Base Values Adjusted Beam Self Weight 15 plf Bending Stress: Fb= 2600 psi Fb'= 2633 psi Total Uniform Load 180 plf Cd=1.00 C1=0.98 CF=1.04 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Comp.L to Grain: Fc-L= 750 psi Fc-L'= 750 psi Controlling Moment: 7850 ft-lb 9.34 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1547 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 35.77 in3 74.87 in3 Area(Shear): 8.14 in2 48.56 in2 Moment of Inertia(deflection): 277.66 in4 346.26 in4 Moment: 7850 ft-lb 16429 ft-lb Shear: 1547 lb 9227 lb Project:212267-2 TERRY MIKKELSON Location:47 BSMT HALL g` D.F.P.PLANNING&DESIGN "Multi-Loaded Multi-Span Beam "" 9100 BALTIMORE ST ofpage [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.5 IN x 5.5 IN x 5.17 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:46.3% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.04 IN U1405 Dead Load 0.03 in Total Load 0.07 IN U829 Live Load Deflection Criteria:U480 Total Load Deflection Criteria: L/360 REACTIONS A Live Load 620 lb 620 lb Dead Load 322 lb 2521 lb Total Load 942 lb 3141 lb Bearing Length 0.49 in 1.64 in BEAM DATA Center 5.17 ft Span Length 5.17 ft Unbraced Length-Top 5.17 ft Unbraced Length-Bottom 5.17 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 240 plf Notch Depth 0.00 Uniform Dead Load 90 plf MATERIAL PROPERTIES Beam Self Weight 5 plf #2-Spruce-Pine-Fir Total Uniform Load 335 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 1303 psi Load Number One Cd=1.00 CI=1.00 CF=1.30 Cr-1.15 Live Load 0 lb Shear Stress: Fv= 135 psi Fv'= 135 psi Dead Load 2354 lb Cd=1.00 Location 5 ft Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Comp.1-to Grain: Fc- = 425 psi Fc--L'= 425 psi Controlling Moment: 1327 ft-lb 2.79 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1522 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 12.21 in3 22.69 in3 Area(Shear): 16.91 in2 24.75 in2 Moment of Inertia(deflection): 27.08 in4 62.39 in4 Moment: 1327 ft-lb 2464 ft-lb Shear: -1522 lb 2228 lb Project:212267-2 Page TERRY MIKKELSON Location: 48 LOWER ENTRY CANT POINT LOAD f� D.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam '!.' 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 9.5IN x 14.5 FT(1 +13.5) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By: 109.6% Controlling Factor:Deflection CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.02 IN 2L/1006 0.10 IN U1610 Dead Load 0.01 in -0.01 in Total Load -0.02 IN 2/1562 0.10 IN L/1551 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 498 lb 432 lb Dead Load 1969 lb 141 lb 1 Total Load 2468 lb 573 lb Bearing Length 0.94 in 0.22 in BEAM DATA Left Center Span Length 1 ft 13.5 ft Unbraced Length-Top 1 ft 13.5 ft 11 13.5 ft Unbraced Length-Bottom 1 ft 13.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 64 plf 64 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 24 plf 24 plf Base Values Adjusted Beam Self Weight 10 plf 10 plf Bending Stress: Fb= 2600 psi Fb'= 2552 psi Total Uniform Load 98 plf 98 plf Cd=1.00 CI=0.95 CF=1.03 POINT LOADS-LEFT SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 Ib Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 1612 lb Comp.L to Grain: Fc-L= 750 psi Fc-L'= 750 psi Location 0.25 ft Controlling Moment: 1670 ft-lb 7.7 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1548 lb At a distance d from the right support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Read Provided Section Modulus: 7.85 in3 52.65 in3 Area(Shear): 8.15 in2 33.25 in2 Moment of Inertia(deflection): 119.33 in4 250.07 in4 Moment: 1670 ft-lb 11195 ft-lb Shear: -1548 lb 6318 lb • Project:212267-2 page TERRY MIKKENG / Location: 50 LOWER ENTRY FLOOR GIRDER LOADS ONLY �+ , (�+ '� D.F.P.PLANNING&DESIGN 'Multi-Loaded Multi-Span Beam i� ',_,�', 9100 BALTIMORE ST 0 [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (2)1.75 IN x 11.875 IN x 20.5 FT(1 + 19.5) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:35.8% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS LeftCenter LOADING DIAGRAM Live Load -0.04 IN 2L/652 0.22 IN U1043 Dead Load 0.00 in 0.06 in Total Load -0.04 IN 2L/622 0.29 IN U818 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A B Live Load 690 lb 624 lb Dead Load 2506 lb 282 lb 1 Total Load 3195 lb 906 lb Bearing Length 1.22 in 0.35 in BEAM DATA Left Center Span Length 1 ft 19.5 ft Unbraced Length-Top 1 ft 19.5 ft ht 19.5 ft Unbraced Length-Bottom 1 ft 19.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 64 plf 64 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 24 plf 24 plf Base Values Adjusted Beam Self Weight 13 plf 13 plf Bending Stress: Fb= 2600 psi Fb'= 2192 psi Total Uniform Load 101 plf 101 plf Cd=1.00 CI=0.84 CF=1.00 POINT LOADS-LEFT SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2029 lb Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Location 0.25 ft Controlling Moment: 4061 ft-lb 10.53 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1615 lb At a distance d from left support of span 1 (Left Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 22.23 in3 82.26 in3 Area(Shear): 8.5 in2 41.56 in2 Moment of Inertia(deflection): 359.62 in4 488.41 in4 Moment: 4061 ft-lb 15028 ft-lb Shear: -1615 lb 7897 lb Project:212267-2 e Location: 54 WORKSHOP DRS TERRY MIKKELSON pag/ � D.F.P.PLANNING 8 DESIGN Multi-Loaded Multi-Span Beam ' 9100 BALTIMORE ST [2009 International Residential Code(AISC 13th Ed ASD)] BLAINE MINN.55449 A992-50 W6x16 x 7.0 FT Section Adequate By:3.3% StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Center Live Load 0.14 IN U608 Dead Load 0.09 in Total Load 0.23 IN L/372 I Live Load Deflection Criteria:L/480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 8410 lb 7855 lb Dead Load 5115 lb 5424 lb Total Load 13525 lb 13279 lb Bearing Length 0.66 in 0.66 in BEAM DATA Center Span Length 7 ft 7ft Unbraced Length-Top 7 ft Unbraced Length-Bottom 7 ft STEEL PROPERTIES UNIFORM LOADS Center W6x16-A992-50 Uniform Live Load 1320 plf Uniform Dead Load 744 plf Properties: Beam Self Weight 16 plf Yield Stress: Fy= 50 ksi Total Uniform Load 2080 plf Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth: d= 6.28 in Load Number One Web Thickness: tw= 0.26 in Live Load 0 lb Flange Width: bf= 4.03 in Dead Load 996 lb Flange Thickness: tf= 0.41 in Location 5.75 ft Distance to Web Toe of Fillet: k= 0.66 in Moment of Inertia About X-X Axis: lx= 32.1 in4 TRAPEZOIDAL LOADS-CENTER SPAN Section Modulus About X-X Axis: Sx= 10.2 in3 Load Number One Two Three Plastic Section Modulus About X-X Axis: Zx= 11.7 in3 Left Live Load 80 plf 480 plf 540 plf Design Properties per AISC 13th Edition Steel Manual: Left Dead Load 30 plf 308 plf 323 plf Flange Buckling Ratio: FBR= 4.98 Right Live Load 80 plf 480 plf 540 plf Allowable Flange Buckling Ratio: AFBR= 9.15 Right Dead Load 30 plf 308 plf 323 plf Web Buckling Ratio: WBR= 19.12 Load Start 0 ft 0 ft 0 ft Allowable Web Buckling Ratio: AWBR= 90.55 Load End 7 ft 7 ft 5.75 ft Controlling Unbraced Length: Lb= 7 ft Load Length 7 ft 7 ft 5.75 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 3.42 ft for Eqn. F2-2: Lr= 14.1 ft Nominal Flexural Strength w/safety factor: Mn= 25373 ft-lb Controlling Equation: F2-2 Web height to thickness ratio: h/tw= 19.12 Limiting height to thickness ratio for eqn.G2-2:h/tw-limit= 53.95 Cv Factor: Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 32656 lb Controlling Moment: 23812 ft-lb 3.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 13525 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s Comparisons with required sections: Req'd Provided Moment of Inertia(deflection): 31.08 in4 32.1 in4 Moment: 23812 ft-lb 25373 ft-lb Shear: 13525 lb 32656 lb Project:212267-2 page TERRY MIKKELSON W Location:55 LOWER LAV DWef '� D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam "um% e' 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.5 IN x 9.25 IN x 2.67 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:21.4% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN UMAX Dead Load 0.01 in Total Load 0.01 IN U3689 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1549 lb 1516 lb Dead Load 1717 lb 3231 lb Total Load 3266 lb 4747 lb Bearing Length 1.71 in 2.48 in BEAM DATA Center Span Length 2.67 ft Unbraced Length-Top 2.67 ft 2.67 ft Unbraced Length-Bottom 2.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 430 plf #2-Spruce-Pine-Fir Uniform Dead Load 161 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 875 psi Fb'= 1104 psi Total Uniform Load 599 plf Cd=1.00 CI=1.00 CF=1.10 Cr-1.15 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 3195 lb Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Location 2 ft Comp. i-to Grain: Fc- = 425 psi Fc- = 425 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 2868 ft-lb Load Number One Two Three 1.76 Ft from left support of span 2(Center Span) Left Live Load 64 plf 220 plf 450 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 155 plf 83 plf 289 plf Controlling Shear: -3086 lb Right Live Load 64 plf 220 plf 450 plf At a distance d from right support of span 2(Center Span) Right Dead Load 155 plf 83 plf 289 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 0 ft 0 ft Load End 2 ft 2.67 ft 2.67 ft Comparisons with required sections: Req'd Provided Load Length 2 ft 2.67 ft 2.67 ft Section Modulus: 31.18 in3 64.17 in3 Area(Shear): 34.29 in2 41.63 in2 Moment of Inertia(deflection): 28.96 in4 296.79 in4 Moment: 2868 ft-lb 5902 ft-lb Shear: -3086 lb 3746 lb Project:212267-2 TERRY MIKKELSON Location: 56 LOWER ENTRY FULL VIEW + D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam vf{i"i"" '!a r 9100 BALTIMORE ST orpage [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (3)1.5 IN x 9.25 IN x 3.33 FT #2-Spruce-Pine-Fir-Dry Use StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:32.4% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/6768 Dead Load 0.01 in Total Load 0.02 IN U2411 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 1216 lb 1618 lb Dead Load 2177 lb 1911 lb Total Load 3393 lb 3529 lb 111111111 Bearing Length 1.77 in 1.85 in BEAM DATA Center Span Length 3.33 ft Unbraced Length-Top 3.33 ft 3.33 ft Unbraced Length-Bottom 3.33 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 310 plf #2-Spruce-Pine-Fir Uniform Dead Load 116 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 875 psi Fb'= 1103 psi Total Uniform Load 434 plf Cd=1.00 CI=1.00 CF=1.10 Cr-1.15 POINT LOADS-CENTER SPAN Shear Stress: Fv= 135 psi Fv'= 135 psi Load Number One Cd=1.00 Live Load 0 Ib Modulus of Elasticity: E= 1400 ksi E'= 1400 ksi Dead Load 2468 lb Min.Mod.of Elasticity: E_min= 510 ksi E_min'= 510 ksi Location 1.25 ft Comp.-L to Grain: Fc-1 = 425 psi Fc-1'= 425 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 3666 ft-lb Load Number One Two Three 1.27 Ft from left support of span 2(Center Span) Left Live Load 64 plf 220 plf 450 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 159 plf 83 plf 289 plf Controlling Shear: 2829 lb Right Live Load 64 plf 220 plf 450 plf At a distance d from left support of span 2(Center Span) Right Dead Load 159 plf 83 plf 289 plf Created by combining all dead loads and live loads on span(s)2 Load Start 1.25 ft 0 ft 1.25 ft Load End 3.33 ft 3.33 ft 3.33 ft Comparisons with required sections: Req'd Provided Load Length 2.08 ft 3.33 ft 2.08 ft Section Modulus: 39.88 in3 64.17 in3 Area(Shear): 31.43 in2 41.63 in2 Moment of Inertia(deflection): 44.31 in4 296.79 in4 Moment: 3666 ft-lb 5898 ft-lb Shear: 2829 lb 3746 lb Project:212267-2 page TERRY MIKKELSON _Location:63 COVERED PATIO POINT LOAD $1e D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 16.0 IN x 8.83 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:26.0% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.05 in Total Load 0.05 IN L/2132 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS A B Live Load 0 lb 0 lb Dead Load 2354 lb 13689 lb Total Load 2354 lb 13689 lb Bearing Length 0.60 in 3.48 in BEAM DATA Center Span Length 8.83 ft Unbraced Length-Top 8.83 ft 8.83 ft g* Unbraced Length-Bottom 8.83 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 26 plf Bending Stress: Fb= 2600 psi Fb'= 2215 psi Total Uniform Load 26 plf Cd=0.90 CI=0.98 CF=0.96 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 Ib Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 15811 lb Comp.-I-to Grain: Fc- = 750 psi Fc- = 750 psi Location 7.58 ft Controlling Moment: 16930 ft-lb 7.51 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -12666 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 91.73 in3 224 in3 Area(Shear): 66.66 in2 84 in2 Moment of Inertia(deflection): 302.54 in4 1792 in4 Moment: 16930 ft-lb 41343 ft-lb Shear: -12666 lb 15960 lb page Project:212267-2 TERRY MIKKELSON Location: 64 COVERED PATIO POINT LOAD e I D.F.P.PLANNING&DESIGN / Multi-Loaded Multi-Span Beam S• Ca 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (3)1.75 IN x 16.0 IN x 8.83 FT 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:24.9% Controlling Factor:Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/Infinity Dead Load 0.05 in Total Load 0.05 IN U2114 Live Load Deflection Criteria:L/480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 0 lb 0 lb Dead Load 2374 lb 13811 lb Total Load 2374 lb 13811 lb i Bearing Length 0.60 in 3.51 in BEAM DATA Center Span Length 8.83 ft Unbraced Length-Top 8.83 ft 8.83 ft Unbraced Length-Bottom 8.83 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 26 plf Bending Stress: Fb= 2600 psi Fb'= 2215 psi Total Uniform Load 26 plf Cd=0.90 C1=0.98 CF=0.96 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Cd=1.00 Live Load 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 15953 lb Comp.1 to Grain: Fc--I-= 750 psi Fc-1'= 750 psi Location 7.58 ft Controlling Moment: 17081 ft-lb 7.51 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -12779 lb At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 92.54 in3 224 in3 Area(Shear): 67.26 in2 84 in2 Moment of Inertia(deflection): 305.2 in4 1792 in4 Moment: 17081 ft-lb 41343 ft-lb Shear: -12779 lb 15960 lb page Project:212267-2 TERRY MIKKELSON Location: 65 COVERED PATIO POINT LOAD S, 2 D.F.P.PLANNING&DESIGN •Multi-Loaded Multi-Span Beam 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.5 IN x 11.25 IN x 9.5 FT #2-Southern Pine-Wet Use StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By: 148.1% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.04 in Total Load 0.04 IN U2860 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A Live Load 0 lb 0 lb Dead Load 365 lb 2089 lb Total Load 365 lb 2089 lb 1 Bearing Length 0.21 in 1.23 in $EAM DATA Center Span Length 9.5 ft Unbraced Length-Top 9.5 ft 9.5ft Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Southern Pine Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 12 plf Bending Stress: Fb= 975 psi Fb'= 997 psi Total Uniform Load 12 plf Cd=0.90 CI=0.99 CF=1.00 Cr-1.15 POINT LOADS-CENTER SPAN Shear Stress: Fv= 175 psi Fv'= 153 psi Load Number One Cd=0.90 Cm=0.97 Live Load 0 Ib Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi Dead Load 2339 lb Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 522 ksi Location 8.25 ft Cm=0.90 Comp. L to Grain: Fc- L= 565 psi Fc- = 379 psi Cm=0.67 Controlling Moment: 2580 ft-lb 8.17 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -2078 lb At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Req'd Provided Section Modulus: 31.05 in3 94.92 in3 Area(Shear): 20.41 in2 50.63 in2 Moment of Inertia(deflection): 67.21 in4 533.94 in4 Moment: 2580 ft-lb 7887 ft-lb Shear: -2078 lb 5156 lb page Project:212267-2 TERRY MIKKELSON Location: 66 COVERED PATIO POINT LOAD D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam 5a9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.5 IN x 11.25 IN x 9.5 FT #2-Southern Pine-Wet Use StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By: 145.7% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/Infinity Dead Load 0.04 in Total Load 0.04 IN L/2834 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A Live Load 0 lb 0 lb Dead Load 368 lb 2109 lb Total Load 368 lb 2109 lb 1 Bearing Length 0.22 in 1.24 in BEAM DATA Center Span Length 9.5 ft Unbraced Length-Top 9.5 ft 9.5 ft Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Southern Pine Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 12 plf Bending Stress: Fb= 975 psi Fb'= 997 psi Total Uniform Load 12 plf Cd=0.90 C1=0.99 CF=1.00 Cr-1.15 POINT LOADS-CENTER SPAN Shear Stress: Fv= 175 psi Fv'= 153 psi Load Number One Cd=0.90 Cm=0.97 Live Load 0 lb Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi Dead Load 2362 lb Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 522 ksi Location 8.25 ft Cm=0.90 Comp.1 to Grain: Fc- = 565 psi Fc-1'= 379 psi Cm=O.67 Controlling Moment: 2605 ft-lb 8.17 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -2098 lb At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Read Provided Section Modulus: 31.35 in3 94.92 in3 Area(Shear): 20.6 in2 50.63 in2 Moment of Inertia(deflection): 67.83 in4 533.94 in4 Moment: 2605 ft-lb 7887 ft-lb Shear: -2098 lb 5156 lb page Project:212267-2 TERRY MIKKELSON / Location:67 COVERED PATIO POINT LOAD (►4: D.F.P.PLANNING&DESIGN • Multi-Loaded Multi-Span Beam PEt 9100 BALTIMORE ST � [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)2.688 IN x 11.25 IN x 9.5 FT Level 3 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:2.5% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.10 in Total Load 0.10 IN U1117 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: U360 REACTIONS A Live Load 0 lb 0 lb Dead Load 996 lb 6069 lb Total Load 996 lb 6069 lb Bearing Length 0.70 in 4.29 in BEAM DATA enter Span Length 9.5 ft Unbraced Length-Top 9.5 ft 9.5 ft g* Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf Level 3 Wolmanized Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 1624 psi Fb'= 1459 psi Total Uniform Load 19 plf Cd=0.90 CI=0.99 CF=1.01 POINT LOADS-CENTER SPAN Shear Stress: Fv= 171 psi Fv'= 154 psi Cd=0.90 Load Number One Modulus of Elasticity: E= 1340 ksi E'= 1340 ksi Live Load 0 Ib Dead Load 6885 lb Comp.-L to Grain: Fc-1= 263 psi Fc-1'= 263 psi Location 8.25 ft Controlling Moment: 7504 ft-lb 8.17 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -6053 lb At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Read Provided Section Modulus: 61.72 in3 113.38 in3 Area(Shear): 58.99 in2 60.47 in2 Moment of Inertia(deflection): 205.6 in4 637.76 in4 Moment: 7504 ft-lb 13785 ft-lb Shear: -6053 lb 6204 lb Project:212267-2 page ' TERRY MIKKELSON / tLocation: 68 COVERED PATIO POINT LOAD ,gi ) D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam - % 9100 BALTIMORE ST of [2009 International Residential Code(2005 NDS)) BLAINE MINN. 55449 (2)2.688 IN x 11.25 IN x 9.5 FT Level 3 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By: 1.0% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/Infinity Dead Load 0.10 in Total Load 0.10 IN L/1101 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:U360 REACTIONS AB Live Load 0 lb 0 lb Dead Load 1009 lb 6159 lb Total Load 1009 lb 6159 lb 1 Bearing Length 0.71 in 4.36 in j BEAM DATA Center Span Length 9.5 ft Unbraced Length-Top 9.5 ft 9.5ft Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf Level 3 Wolmanized Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 1624 psi Fb'= 1459 psi Total Uniform Load 19 plf Cd=0.90 CI=0.99 CF=1.01 POINT LOADS-CENTER SPAN Shear Stress: Fv= 171 psi Fv'= 154 psi Load Number One Cd=0.90 Live Load 0 lb Modulus of Elasticity: E= 1340 ksi E'= 1340 ksi Dead Load 6989 lb Comp.-L to Grain: Fc--L= 263 psi Fc-1'= 263 psi Location 8.25 ft Controlling Moment: 7616 ft-lb 8.17 Ft from left support of span 2(Center Span) Created by dead loads only on all span(s). Controlling Shear: -6143 lb At a distance d from right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Req'd Provided Section Modulus: 62.64 in3 113.38 in3 Area(Shear): 59.87 in2 60.47 in2 Moment of Inertia(deflection): 208.58 in4 637.76 in4 Moment: 7616 ft-lb 13785 ft-lb Shear: -6143 lb 6204 lb Q -Project:212267-2 page TERRY MIKKELSON / Location:59 COVERED PATIO llc ' D.F.P.PLANNING Z£DESIGN Multi-Loaded Multi-Span Beam � f 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN. 55449 (2)2.688INx 11.25 IN x 27.5 FT(4.5+18.5+4.5) Level 3 Wolmanized Parallam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:51 AM Section Adequate By:43.0% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Left Center Right LOADING DIAGRAM Live Load -0.01 IN L/5225 0.15 IN L/1445 -0.01 IN U5225 Dead Load -0.01 in 0.28 in -0.01 in Total Load -0.03 IN U2154 0.43 IN U515 -0.03 IN U2136 Live Load Deflection Criteria:U480 Total Load Deflection Criteria:U360 REACTIONS A B C D Live Load 347 lb 2741 lb 2741 lb 347 lb Dead Load -828 lb 4218 lb 4276 lb -845 lb z 3 2 Total Load -480 lb 6959 lb 7017 lb -498 lb 1 3 k 1 2 Uplift(1.5 F.S) -1700 lb 0 lb 0 lb -1718 lb Bearing Length 0.00 in 4.92 in 4.96 in 0.00 in BEAM DATA Left Center Right Span Length 4.5 ft 18.5 ft 4.5 ft tft 4111 18.5 ft ? 4.5 ft Unbraced Length-Top 4.5 ft 18.5 ft 4.5 ft Unbraced Length-Bottom 4.5 ft 18.5 ft 4.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center Right Uniform Live Load 160 plf 160 plf 160 plf MATERIAL PROPERTIES Uniform Dead Load 80 plf 80 plf 80 plf Level 3 Wolmanized Parallam-iLevel Trus Joist Beam Self Weight 19 plf 19 plf 19 plf Base Values Adjusted Total Uniform Load 259 plf 259 plf 259 plf Bending Stress: Fb= 1624 psi Fb'= 1600 psi POINT LOADS-LEFT SPAN Cd=1.00 C/=0.98 CF=1.01 Load Number One Two Three Shear Stress: Fv= 171 psi Fv'= 171 psi Live Load 0 lb 0 lb 0 lb Cd=1.00 Dead Load 142 lb 540 lb 365 lb Modulus of Elasticity: E= 1340 ksi E'= 1340 ksi Location 0.16 ft 4.5 ft 1.5 ft Comp.-I-to Grain: Fc-1= 263 psi Fc- -'= 263 psi CENTER SPAN Controlling Moment: -10544 ft-lb Load Number One Two Three Over right support of span 2(Center Span) Live Load 0 lb 0 lb 0 lb Created by combining all dead loads and live loads on span(s)2,3 Dead Load 540 lb 996 lb 1009 lb Controlling Shear: -3183 lb Location 18.5 ft 9 ft 9.75 ft At a distance d from right support of span 2(Center Span) RIGHT SPAN Created by combining all dead loads and live loads on span(s)2,3 Load Number One Two Live Load 0 lb 0 lb Dead Load 142 lb 368 lb Comparisons with required sections: Rea'd Provided Location 4.33 ft 3 ft Section Modulus: 79.1 in3 113.38 in3 Area(Shear): 27.93 in2 60.47 in2 Moment of Inertia(deflection): 445.96 in4 637.76 in4 Moment: -10544 ft-lb 15113 ft-lb Shear: -3183 lb 6893 lb 4 page 'Project:212267-2 TERRY MIKKELSON Location: 58 A REC RM WDW/PATIO DR ��+ �,, D.F.P.PLANNING&DESIGN / Multi-Loaded Multi-Span Beam 'r -"li `,-` 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 7.25 IN x 12.5 FT(3.9+8.6) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:52 AM Section Adequate By:61.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members PEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.02 IN U2769 0.11 IN U901 Dead Load -0.01 in 0.06 in Total Load -0.02 IN L/2128 0.18 IN L/582 Live Load Deflection Criteria: U480 Total Load Deflection Criteria: L/360 REACTIONS A B C 2 Live Load 903 lb 4411 lb 1777 lb f Dead Load 1948 lb 15970 lb 6677 lb Total Load 2851 lb 20381 lb 8454 lb Bearing Length 0.72 in 5.18 in 2.15 in BEAM DATA Left Center Span Length 3.92 ft 8.58 ft Unbraced Length-Top 3.92 ft 8.58 ft 3.92ft 8.58 ft Unbraced Length-Bottom 3.92 ft 8.58 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Left Center MATERIAL PROPERTIES Uniform Live Load 160 plf 160 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 80 plf 80 plf Base Values Adjusted Beam Self Weight 12 plf 12 plf Bending Stress: Fb= 2600 psi Fb'= 2766 psi Total Uniform Load 252 plf 252 plf Cd=1.00 CI=0.99 CF=1.07 POINT LOADS-LEFT SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Two Cd=1.00 Live Load 0 lb 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 2089 lb 13689 lb Comp.l to Grain: Fc--I-= 750 psi Fc-1'= 750 psi Location 0.16 ft 3.92 ft CENTER SPAN, Controlling Moment: -5366 ft-lb Load Number One Over left support of span 2(Center Span) Live Load 0 lb Created by combining all dead loads and live loads on span(s)1,2 Dead Load 6069 lb Controlling Shear: -3560 lb Location 8.42 ft At a distance d from right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 TRAPEZOIDAL LOADS-LEFT SPAN Load Number glie Comparisons with required sections: Read Provided Left Live Load 340 plf Section Modulus: 23.28 in3 45.99 in3 Left Dead Load 128 plf Area(Shear): 18.74 in2 38.06 in2 Right Live Load 340 plf Moment of Inertia(deflection): 103.18 in4 166.72 in4 Right Dead Load 128 plf Moment: -5366 ft-lb 10601 ft-lb Load Start 0 ft Shear: -3560 lb 7232 lb Load End 3.92 ft Load Length 3.92 ft CENTER SPAN Load Number One Left Live Load 340 plf Left Dead Load 128 plf Right Live Load 340 plf Right Dead Load 128 plf Load Start 0 ft Load End 8.58 ft Load Length 8.58 ft !Project:212267-2 page TERRY MIKKELSON Location: 58 B REC RM PATIO DR/WDW1 +��+ D.F.P.PLANNING&DESIGN Multi-Loaded Multi-Span Beam -r 9100 BALTIMORE ST [2009 International Residential Code(2005 NDS)] BLAINE MINN.55449 (3)1.75 IN x 7.25 IN x 12.5 FT(8.6+3.9) 1.9E Microllam-iLevel Trus Joist StruCalc Version 8.0.112.0 1/17/2013 8:03:52 AM Section Adequate By:70.6% Controlling Factor:Deflection CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members PEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.11 IN U958 -0.02 IN L/2945 Dead Load 0.06 in 0.00 in Total Load 0.17 IN L/614 -0.02 IN L/2280 Live Load Deflection Criteria:U480 Total Load Deflection Criteria: U360 REACTIONS A B C 2 Live Load 1670 lb 4212 lb 903 lb i Dead Load 6757 lb 16025 lb 1979 lb Total Load 8427 lb 20237 lb 2882 lb Bearing Length 2.14 in 5.14 in 0.73 in BEAM DATA Center Right Span Length 8.58 ft 3.92 ft Unbraced Length-Top 8.58 ft 3.92 ft 8.58 ft 3.92 ft Unbraced Length-Bottom 8.58 ft 3.92 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 160 plf 160 plf 1.9E Microllam-iLevel Trus Joist Uniform Dead Load 80 plf 80 plf Base Values Adiusted Beam Self Weight 12 plf 12 plf Bending Stress: Fb= 2600 psi Fb'= 2766 psi Total Uniform Load 252 plf 252 plf Cd=1.00 CI=0.99 CF=1.07 POINT LOADS-CENTER SPAN Shear Stress: Fv= 285 psi Fv'= 285 psi Load Number One Two Cd=1.00 Live Load 0 lb 0 lb Modulus of Elasticity: E= 1900 ksi E'= 1900 ksi Dead Load 6195 lb 13811 lb Comp. 1 to Grain: Fc- = 750 psi Fc-1'= 750 psi Location 0.16 ft 8.58 ft Controlling Moment: -5112 ft-lb RIGHT SPAN right supportLoad Number One Over of span 2(Center Span) Live Load 0 lb Created by combining all dead loads and live loads on span(s)2, 3 Dead Load 2109 lb Controlling Shear: 3465 lb Location 3.75 ft At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Comparisons with required sections: Req'd Provided Left Live Load 310 plf Section Modulus: 22.18 in3 45.99 in3 Left Dead Load 116 plf Area(Shear): 18.24 in2 38.06 in2 Right Live Load 310 plf Moment of Inertia(deflection): 97.74 in4 166.72 in4 Right Dead Load 116 plf Moment: -5112 ft-lb 10601 ft-lb Load Start 0 ft Shear: 3465 lb 7232 lb Load End 8.58 ft Load Length 8.58 ft RIGHT SPAN Load Number One Left Live Load 340 plf Left Dead Load 128 plf Right Live Load 340 plf Right Dead Load 128 plf Load Start 0 ft Load End 3.92 ft Load Length 3.92 ft