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Specifications (20) Project:GLOBAL HOUSING WALNUT PA CEL 3) RECFIV- i. m°lt'r StruCalc 9.0 page -4 Location: U-1 i:: ii Multi-Loaded Multi-Span Beam tkor4-4"' [2000 International Residential Code(1997 NDS)] AUG 3 0 2018 _, ' or 5.125 IN x 9.0 IN x 6.5 FT 24F-V4-Visually Graded Western Species-Dry Use t' io[g �]$"5 j0 � �(( truCalc Version 10.0.1.6 4/24/2018. 11:48:36 AM , fi r Y/5 1 *i_u. fl Section Adequate By: 114.6% I + \'c\` -T c - -- . 0' `A- Controlling Factor:Moment BUMPING t � ISJO �J�J DEFLECTIONS Center � ������ ����� ����� ��� �� LOADING DIAGRAM Live Load 0.08 IN L/1018 Dead Load 0.00 in Total Load 0.08 IN L/1008 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 REACTIONS A B 1 Live Load 3186 lb 2239 lb Dead Load 32 lb 32 lb Total Load 3218 lb 2271 lb Bearing Length 0.97 in 0.68 in BEAM DATA CenterIMM Span Length 6.5 ft __ Unbraced Length-Top 0 ft A 6.5 rt B Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1.5 UNIFORM LOADS Center Camber Required 0 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 10 plf 24F-V4-Visually Graded Western Species Total Uniform Load 10 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 2100 lb Cd=1.00 Dead Load 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One Two Comp.1 to Grain: Fc--L= 650 psi Fc--L'= 650 psi Left Live Load 700 plf 700 plf Left Dead Load 0 plf 0 plf Controlling Moment: 6449 ft-lb Right Live Load 700 plf 0 plf 2.99 Ft from left support of span 2(Center Span) Right Dead Load 0 plf 0 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 3 ft Controlling Shear: 3218 lb Load End 3 ft 6.5 ft At left support of span 2(Center Span) Load Length 3 ft 3.5 ft Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Rea'd Provided Section Modulus: 32.25 in3 69.19 in3 Area(Shear): 18.22 in2 46.13 in2 Moment of Inertia(deflection): 110.14 in4 311.34 in4 Moment: 6449 ft-lb 13838 ft-lb Shear: 3218 lb 8149 lb Project:'GLOBAL HOUSING WALNUT PARCEL 3 y, StruCalc 9.0 page Location: U-2 Multi-Loaded Multi-Span Beam t ����� , of [2000 International Residential Code(1997 NDS)] rh'"1" 5.125 IN x 9.0 IN x 8.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:36 AM Section Adequate By:59.1% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.18 IN L/573 Dead Load 0.00 in Total Load 0.18 IN L/566 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3613 lb 3613 lb Dead Load 42 lb 42 lb Total Load 3655 lb 3655 lb Bearing Length 1.10 in 1.10 in BEAM DATA Center Span Length 8.5 ft Unbraced Length-Top 0 ft A 8.5 ft �B Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1.5 UNIFORM LOADS Center Camber Required 0 Uniform Live Load 850 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 10 plf 24F-V4-Visually Graded Western Species Total Uniform Load 860 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fbcmpr= 1850 psi Fb'= 2400 psi Cd—=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp. to Grain: Fc-L= 650 psi Fc--- = 650 psi Controlling Moment: 7767 ft-lb 4.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3655 lb At 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: 38.83 in3 69.19 in3 Area(Shear): 20.69 in2 46.13 in2 Moment of Inertia(deflection): 195.72 in4 311.34 in4 Moment: 7767 ft-lb 13838 ft-lb Shear: 3655 lb 8149 lb crStruCalc 9.0 page Project:GLOBAL HOUSING WALNUT PARCEL 3 Location:U-3 4 +`.. Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] 5.5 IN x 9.5 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:36 AM Section Adequate By:35.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN L/1477 Dead Load 0.00 in Total Load 0.05 IN L/1462 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2747 lb 2828 lb Dead Load 31 lb 31 lb Total Load 2778 lb 2859 lb Bearing Length 0.81 in 0.83 in BEAM DATA Center .111111111111111111111111111111111.1111. Span Length 5.5 ft • Unbraced Length-Top 0 ft A 5.5 ft B Unbraced Length-Bottom 5.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 850 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 861 plf Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One Cd=1.00 Live Load 900 lb Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load 0 lb Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Location 3 ft Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi Controlling Moment: 4451 ft-lb 2.97 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2860 lb 6.0 Ft 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: 61.04 in3 82.73 in3 Area(Shear): 25.23 in2 52.25 in2 Moment of Inertia(deflection): 95.76 in4 392.96 in4 Moment: 4451 ft-lb 6032 ft-lb Shear: -2860 lb 5922 lb • Project:GLOBAL HOUSING WALNUT PARCEL 3 Now," StruCalc 9.0 page Location:M-3 ..1%406. . Multi-Loaded Multi-Span Beam "~' 6" of [2000 International Residential Code(1997 NDS)] 3.5 IN x 11.875 IN x 7.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:37 AM Section Adequate By: 126.0% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1321 Dead Load 0.00 in Total Load 0.07 IN L/1303 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3506 lb 3506 lb Dead Load 49 lb 49 lb Total Load 3555 lb 3555 lb Bearing Length 1.35 in 1.35 in BEAM DATA Center Span Length 7.5 ft Unbraced Length-Top 0 ft A 7.5 ft B Unbraced Length-Bottom 7.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 935 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 948 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.J to Grain: Fc- L= 750 psi Fc-1'= 750 psi Controlling Moment: 6666 ft-lb 3.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3555 lb 8.0 Ft 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: 27.55 in3 82.26 in3 Area(Shear): 18.39 in2 41.56 in2 Moment of Inertia(deflection): 133.11 in4 488.41 in4 Moment: 6666 ft-lb 19902 ft-lb Shear: -3555 lb 8035 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 "w:L._4StruCalc 9.0 page Location:M-6 - Multi-Loaded Multi-Span Beam 4 ` [2000 International Residential Code(1997 NDS)] or 3.5 IN x 11.875 IN x 4.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:37 AM Section Adequate By:872.8% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.00 IN L/MAX Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 800 lb 800 lb Dead Load 26 lb 26 lb Total Load 826 lb 826 lb Bearing Length 0.31 in 0.31 in BEAM DATA Center Span Length 4 ft • Unbraced Length-Top 0 ft A Oft Unbraced Length-Bottom 4 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 400 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 413 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.L to Grain: Fc- L= 750 psi Fc-J'= 750 psi Controlling Moment: 826 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: -826 lb At 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: 3.41 in3 82.26 in3 Area(Shear): 4.27 in2 41.56 in2 Moment of Inertia(deflection): 8.64 in4 488.41 in4 Moment: 826 ft-lb 19902 ft-lb Shear: -826 lb 8035 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 ! . StruCalc 9.0 page Location:M-7 Multi-Loaded Multi-Span Beam ` of [2000 International Residential Code(1997 NDS)] 3.5 IN x 11.875 IN x 5.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:38 AM Section Adequate By:552.0% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/8684 Dead Load 0.00 in Total Load 0.01 IN L/8456 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1200 lb 1200 lb Dead Load 32 lb 32 lb Total Load 1232 lb 1232 lb Bearing Length 0.47 in 0.47 in BEAM DATA Center Span Length 5 ft _ 3 Unbraced Length-Top 0 ft A 5ft Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 480 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 493 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.L to Grain: Fc-L= 750 psi Fc--- = 750 psi Controlling Moment: 1541 ft-lb 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1232 lb At 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: 6.37 in3 82.26 in3 Area(Shear): 6.37 in2 41.56 in2 Moment of Inertia(deflection): 20.25 in4 488.41 in4 Moment: 1541 ft-lb 19902 ft-lb Shear: -1232 lb 8035 lb Project:GLOBAL HOUSING WALNUT PARCEL 3jiki` `f` StruCalc 9.0 page •Location:m-8 *! > Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] ;:„:; 'w 5.25 IN x 14.0IN x 22.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:38 AM Section Adequate By:33.6% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.55 IN L/481 Dead Load 0.05 in Total Load 0.60 IN L/441 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2750 lb 2750 lb Dead Load 253 lb 253 lb Total Load 3003 lb 3003 lb Bearing Length 0.76 in 0.76 in BEAM DATA Center Span Length 22 ft Unbraced Length-Top 0 ft A 22ft Unbraced Length-Bottom 22 ft B Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 250 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 23 plf Bending Stress: Fb= 2900 psi Fb'= 2851 psi Total Uniform Load 273 plf Cd=1.00 CF=0.98 Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Comp.L to Grain: Fc-- = 750 psi Fc-1'= 750 psi Controlling Moment: 16515 ft-lb 11.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3003 lb At 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: 69.52 in3 171.5 in3 Area(Shear): 15.53 in2 73.5 in2 Moment of Inertia(deflection): 898.28 in4 1200.5 in4 Moment: 16515 ft-lb 40742 ft-lb Shear: -3003 lb 14210 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 ,-t StruCalc 9.0 page •Location:GT-1 FOR LOADING ONLY DO NOT INSTALL AS A BEAM Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] - 5.5 IN x 12.0 IN x 12.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:38 AM Section Adequate By:22.1% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.34 IN L/440 Dead Load 0.01 in Total Load 0.35 IN L/433 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 5918 lb 3458 lb Dead Load 89 lb 89 lb Total Load 6007 lb 3547 lb Bearing Length 1.68 in 0.99 in BEAM DATA Center A Span Length 12.5 ft Unbraced Length-Top 0 ft 1 12.5 ft B Unbraced Length-Bottom 12.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.01 Uniform Live Load 150 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 14 plf 24F-V4-Visually Graded Western Species Total Uniform Load 164 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 3000 lb Cd=1.00 Dead Load 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 6 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc- = 650 psi Fc--- = 650 psi Load Number One Left Live Load 750 plf Controlling Moment: 19584 ft-lb Left Dead Load 0 plf 6.0 Ft from left support of span 2(Center Span) Right Live Load 750 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Controlling Shear: 6007 lb Load Start 0 ft At left support of span 2(Center Span) Load End 6 ft Created by combining all dead loads and live loads on span(s)2 Load Length 6 ft Comparisons with required sections: Req'd Provided Section Modulus: 97.92 in3 132 in3 Area(Shear): 34 in2 66 in2 Moment of Inertia(deflection): 648.7 in4 792 in4 Moment: 19584 ft-lb 26400 ft-lb Shear: 6007 lb 11660 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 ka :r StruCalc 9.0 page •Location:GT-3 FOR LOADING ONLY DON'T INSTALL AS A BEAM i ,w Multi-Loaded Multi-Span Beam [2000 International Residential Code(1997 NDS)] of 6.75 IN x 16.5IN x 23.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:39 AM Section Adequate By:5.8% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.64 IN L/433 Dead Load 0.45 in Total Load 1.09 IN L/254 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 4618 lb 5532 lb Dead Load 3728 lb 3728 lb Total Load 8346 lb 9260 lb Bearing Length 1.90 in 2.11 in BEAM DATA Center Span Length 23 ft 05 Unbraced Length-Top 0 ft A 23 ft Unbraced Length-Bottom 23 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0.45 Uniform Live Load 350 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 24 plf 24F-V4-Visually Graded Western Species Total Uniform Load 674 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2241 psi Live Load 2100 lb Cd=1.00 Cv=0.93 Dead Load 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 16.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.1 to Grain: Fc- = 650 psi Fc- = 650 psi Controlling Moment: 51663 ft-lb 12.42 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -9259 lb At 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: 276.63 in3 306.28 in3 Area(Shear): 52.41 in2 111.38 in2 Moment of Inertia(deflection): 2387.39 in4 2526.82 in4 Moment: 51663 ft-lb 57202 ft-lb Shear: -9259 lb 19676 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 1 ^: StruCalc 9.0 page tocation: P-1 '.111` Multi-Loaded Multi-Span Beam 4',1'*"" of [2000 International Residential Code(1997 NDS)] 5.5 IN x 12.0 IN x 20.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:39 AM Section Adequate By: 18.8% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.56 IN L/428 Dead Load 0.04 in Total Load 0.60 IN L/402 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1900 lb 1900 lb Dead Load 143 lb 143 lb Total Load 2043 lb 2043 lb Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 20 ft Unbraced Length-Top 0 ft A loft B Unbraced Length-Bottom 20 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.04 Uniform Live Load 50 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 14 plf 24F-V4-Visually Graded Western Species Total Uniform Load 64 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Three Fb_cmpr= 1850 psi Fb'= 2395 psi Left Live Load 0 plf 200 plf 200 plf Cd=1.00 Cv=1.00 Left Dead Load 0 plf 0 plf 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 200 plf 200 plf 0 plf Cd=1.00 Right Dead Load 0 plf 0 plf 0 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Start 0 ft 6 ft 14 ft Comp.1 to Grain: Fc-1= 650 psi Fc--L'= 650 psi Load End 6 ft 14 ft 20 ft Controlling Moment: 12015 ft-lb Load Length E ft 8 ft E ft 10.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2043 lb At 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: 60.21 in3 132 in3 Area(Shear): 11.56 in2 66 in2 Moment of Inertia(deflection): 666.6 in4 792 in4 Moment: 12015 ft-lb 26342 ft-lb Shear: -2043 lb 11660 lb • Project:GLOBAL HOUSING WALNUT PARCEL 3 ® irk StruCalc 9.0 page -Location:M-2 Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] 5.25 IN x 11.875 IN x 10.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:40 AM Section Adequate By: 13.2% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN L/408 Dead Load 0.00 in Total Load 0.31 IN L/403 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B 3 Live Load 6578 lb 9175 lb 1 2 Dead Load 102 lb 102 lb f Total Load 6680 lb 9277 lb Bearing Length 1.70 in 2.36 in BEAM DATA Center Span Length 10.5 ft Unbraced Length-Top 0 ft A 10.5 ft •B Unbraced Length-Bottom 10.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 650 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 669 plf Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Three Cd=1.00 Live Load 1500 lb 1500 lb 2778 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb 0 lb Comp. to Grain: Fc- = 750 psi Fc-1'= 750 psi Location 3.5 ft 5.5 ft 7 ft Controlling Moment: 23613 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 5.57 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 900 plf Controlling Shear: -9278 lb Left Dead Load 0 plf 10.0 Ft from left support of span 2(Center Span) Right Live Load 900 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Load Start 7 ft Comparisons with required sections: Req'd Provided Load End 10.5 ft Section Modulus: 97.59 in3 123.39 in3 Load Length 3.5 ft Area(Shear): 47.99 in2 62.34 in2 Moment of Inertia(deflection): 647.16 in4 732.62 in4 Moment: 23613 ft-lb 29854 ft-lb Shear: -9278 lb 12053 lb Project:GLOBAL HOUSING WALNUT PARCEL 3StruCalc 9.0 page .Location:NX-1 *Y. r Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] it;; ; 5.25 IN x 11.875 IN x 8.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:40 AM Section Adequate By: 105.6% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN L/2349 Dead Load 0.02 in Total Load 0.06 IN L/1672 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 4930 lb 4930 lb 1 Dead Load 933 lb 933 lb 2 Total Load 5863 lb 5863 lb Bearing Length 1.49 in 1.49 in BEAM DATA Center Span Length 8.5 ft - • Unbraced Length-Top 0 ft 8.5 ft Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 300 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 200 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 519 plf Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Two Cd=1.00 Live Load 3655 lb 3655 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb Comp. to Grain: Fc- = 750 psi Fc- L'= 750 psi Location 0.5 ft 8 ft Controlling Moment: 6519 ft-lb 4.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5863 lb At 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: 26.94 in3 123.39 in3 Area(Shear): 30.32 in2 62.34 in2 Moment of Inertia(deflection): 112.26 in4 732.62 in4 Moment: 6519 ft-lb 29854 ft-lb Shear: 5863 lb 12053 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 ',It StruCalc 9.0 page -Location: NX-2 4.4b. Multi-Loaded Multi-Span Beam '"' [2000 International Residential Code(1997 NDS)] ...... ...:. ... of 5.25 IN x 11.875 IN x 11.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:40 AM Section Adequate By:242.4% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN L/1236 Dead Load 0.01 in Total Load 0.12 IN L/1182 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3408 lb 1404 lb Dead Load 112 lb 112 lb Total Load 3520 lb 1516 lb Bearing Length 0.89 in 0.38 in BEAM DATA Center Span Length 11.5 ft Unbraced Length-Top 0 ft A 11.5 ft - Unbraced Length-Bottom 11.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 110 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 129 plf Cd=1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 3547 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib Comp.1 to Grain: Fc- = 750 psi Fc- '= 750 psi Location 2.5 ft Controlling Moment: 8386 ft-lb 2.53 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3520 lb At 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: 34.66 in3 123.39 in3 Area(Shear): 18.21 in2 62.34 in2 Moment of Inertia(deflection): 213.3 in4 732.62 in4 Moment: 8386 ft-lb 29854 ft-lb Shear: 3520 lb 12053 lb Project GLOBAL HOUSING WALNUT PARCEL 3 k, '"Mi '< StruCalc 9.0 page -Location:M-4 Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] ;::; 5.25 IN x 18.0 IN x 17.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/24/2018 11:48:41 AM Section Adequate By:35.5% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.43 IN L/488 Dead Load 0.01 in Total Load 0.44 IN L/474 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 8614 lb 9264 lb Dead Load 258 lb 258 lb Total Load 8872 lb 9522 lb Bearing Length 2.25 in 2.42 in BEAM DATA Center Span Length 17.5 ft 11111111/11.1111111111.11111111111111111.11111111 Unbraced Length-Top O ft A 17.5 ft B Unbraced Length-Bottom 17.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 935 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 30 plf Bending Stress: Fb= 2900 psi Fb'= 2772 psi Total Uniform Load 965 plf Cd=1.00 CF=0.96 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Load Number One Cd=1.00 Live Load 1516 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb Comp.1 to Grain: Fc- = 750 psi Fc-1'= 750 psi Location 12.5 ft Controlling Moment: 40808 ft-lb 9.27 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -9523 lb 17.0 Ft 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: 176.64 in3 283.5 in3 Area(Shear): 49.25 in2 94.5 in2 Moment of Inertia(deflection): 1882.48 in4 2551.5 in4 Moment: 40808 ft-lb 65494 ft-lb Shear: -9523 lb 18270 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 "11`,L_loStruCalc 9.0 page •Location:P-2 4 Multi-Loaded Multi-Span Beametroii. or [2000 International Residential Code(1997 NDS)] -:,* 3.5 IN x 12.0IN x 10.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:41 AM Section Adequate By: 109.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.16 IN L/812 Dead Load 0.00 in Total Load 0.16 IN L/798 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 1 REACTIONS A B Live Load 3111 lb 1639 lb Dead Load 48 lb 48 lb Total Load 3159 lb 1687 lb Bearing Length 1.39 in 0.74 in 7 ., ,, W BEAM DATA Center Span Length 10.5 ft —40 Unbraced Length-Top O ft A 10.5 n B Unbraced Length-Bottom 10.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0 UNIFORM LOADS Center Uniform Live Load 50 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 9 plf 24F-V4-Visually Graded Western Species Total Uniform Load 59 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 1200 lb Cd=1.00 Shear Stress: Fv= 265 Dead Load 0 lb psi Fv'= 265 psi Location 4.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc--I-= 650 psi Fc-1'= 650 psi Load Number One Two Left Live Load 550 plf 200 plf Controlling Moment: 8036 ft-lb Left Dead Load 0 plf 0 plf 4.51 Ft from left support of span 2(Center Span) Right Live Load 550 plf 0 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf 0 plf Controlling Shear: 3159 lb Load Start 0 ft 4.5 ft At left support of span 2(Center Span) Load End 4.5 ft 10 ft Created by combining all dead loads and live loads on span(s)2 Load Length 4.5 ft 5.5 ft Comparisons with required sections: Req'd Provided Section Modulus: 40.18 in3 84 in3 Area(Shear): 17.88 in2 42 in2 Moment of Inertia(deflection): 223.52 in4 504 in4 Moment: 8036 ft-lb 16800 ft-lb Shear: 3159 lb 7420 lb Project GLOBAL HOUSING WALNUT PARCEL 3 frr StruCalc 9.0 page Location:p-3 4_ Multi-Loaded Multi-Span Beam }''' 1. °"` or [2000 International Residential Code(1997 NDS)] FP;;;'-a— -- 3.5INx12.0INx8.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:42 AM Section Adequate By:217.0% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN L/2052 Dead Load 0.00 in Total Load 0.05 IN L/2005 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B 1 Live Load 2302 lb 873 lb Dead Load 39 lb 39 lb Total Load 2341 lb 912 lb Bearing Length 1.03 in 0.40 in BEAM DATA Center Span Length 8.5 ft • Unbraced Length-Top 0 ft A 8.5 ft B Unbraced Length-Bottom 8.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 9 plf 24F-V4-Visually Graded Western Species Total Uniform Load 9 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 1200 lb Cd=1.00 Dead Load 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Location 2.5 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp. L to Grain: Fc-1= 650 psi Fc--L'= 650 psi Load Number One Two Left Live Load 550 plf 200 plf Controlling Moment: 4091 ft-lb Left Dead Load 0 plf 0 plf 2.55 Ft from left support of span 2(Center Span) Right Live Load 550 plf 0 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf 0 plf Controlling Shear: 2341 lb Load Start 0 ft 2.5 ft At left support of span 2(Center Span) Load End 2.5 ft 8.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2.5 ft 6 ft Comparisons with required sections: Req'd Provided Section Modulus: 20.46 in3 84 in3 Area(Shear): 13.25 in2 42 in2 Moment of Inertia(deflection): 88.41 in4 504 in4 Moment: 4091 ft-lb 16800 ft-lb Shear: 2341 lb 7420 lb I Project:GLOBAL HOUSING WALNUT PARCEL 3 ik _ */ StruCalc 9.0 page •Location:M-1j- y Multi-Loaded Multi-Span Beam '' or [2000 International Residential Code(1997 NDS)] 5.125 IN x 16.5IN x 16.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:42 AM Section Adequate By:34.8% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.41 IN L/485 Dead Load 0.04 in Total Load 0.45 IN L/443 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B 2 Live Load 7919 lb 9256 lb 1 Dead Load 545 lb 545 lb Total Load 8464 lb 9801 lb Bearing Length 2.54 in 2.94 in BEAM DATA Center Span Length 16.5 ft Unbraced Length-Top 0 ft A 16.5ft B Unbraced Length-Bottom 16.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1.5 UNIFORM LOADS Center Camber Required 0.06 Uniform Live Load 250 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 18 plf 24F-V4-Visually Graded Western Species Total Uniform Load 268 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Three Fb_cmpr= 1850 psi Fb'= 2382 psi Live Load 3000 lb 3000 lb 2100 lb Cd=1.00 Cv=0.99 Dead Load 0 lb 0 lb 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3 ft 13.5 ft 13.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load Number One Two Three Comp.1 to Grain: Fc- L= 650 psi Fc- L'= 650 psi Left Live Load 650 plf 650 plf 100 plf Left Dead Load 0 plf 0 plf 75 plf Controlling Moment: 29533 ft-lb Right Live Load 650 plf 650 plf 100 plf 9.07 Ft from left support of span 2(Center Span) Right Dead Load 0 plf 0 plf 75 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 13.5 ft 3 ft Controlling Shear: -9801 lb Load End 3 ft 16.5 ft 13.5 ft 16.0 Ft from left support of span 2(Center Span) Load Length 3 ft 3 ft 10.5 ft Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 148.81 in3 232.55 in3 Area(Shear): 55.48 in2 84.56 in2 Moment of Inertia(deflection): 1423.19 in4 1918.51 in4 Moment: 29533 ft-lb 46151 ft-lb Shear: -9801 lb 14939 lb Project:GLOBAL HOUSING WALNUT PARCEL 31 , StruCalc 9.0 page . �, 'Location:U-4 Multi-Loaded Multi-Span Beamof [2000 International Residential Code(1997 NDS)] ::.;: .4„ -- 3.5INx9.0INx3.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:42 AM Section Adequate By: 123.9% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/3123 Dead Load 0.00 in Total Load 0.01 IN L/3109 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 1 REACTIONS A B Live Load 2137 lb 2473 lb misiiimmo. Dead Load 12 lb 12 lb Total Load 2149 lb 2485 lb Bearing Length 0.94 in 1.09 in BEAM DATA Center Span Length 3.5 ft - Unbraced Length-Top 0 ft A 3.5ft B Unbraced Length-Bottom 3.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0 Uniform Live Load 150 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf 24F-V4-Visually Graded Western Species Total Uniform Load 157 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 2010 lb Cd=1.00 Dead Load 0 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 2.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp. L to Grain: Fc-1= 650 psi Fc-L'= 650 psi Load Number One Two Left Live Load 150 plf 800 plf Controlling Moment: 2413 ft-lb Left Dead Load 0 plf 0 plf 2.24 Ft from left support of span 2(Center Span) Right Live Load 0 plf 800 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf 0 plf Controlling Shear: -2485 lb Load Start 2.5 ft 0 ft 4.0 Ft from left support of span 2(Center Span) Load End 3.5 ft 2.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 1 ft 2.5 ft Comparisons with required sections: Rea'd Provided Section Modulus: 12.06 in3 47.25 in3 Area(Shear): 14.07 in2 31.5 in2 Moment of Inertia(deflection): 24.51 in4 212.63 in4 Moment: 2413 ft-lb 9450 ft-lb Shear: -2485 lb 5565 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 lk !OV ',E StruCalc 9.0 page •Location:M-5 ii ws` . Multi-Loaded Multi-Span Beam % " of [2000 International Residential Code(1997 NDS)] : . 5.125 IN x 10.5 IN x 10.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:43 AM Section Adequate By:85.7% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.18 IN L/669 Dead Load 0.00 in Total Load 0.18 IN L/658 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 3550 lb 3550 lb Dead Load 58 lb 58 lb Total Load 3608 lb 3608 lb Bearing Length 1.08 in 1.08 in w BEAM DATA Center Span Length 10 ft Unbraced Length-Top 0 ft A loft B Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1.5 Camber Required 0 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 350 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 12 plf 24F-V4-Visually Graded Western Species Total Uniform Load 362 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Left Live Load 360 plf Cd=1.00 Left Dead Load 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 360 plf Cd=1.00 Right Dead Load 0 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Start 0 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Load End 10 ft Comp.L to Grain: Fc---= 650 psi Fc--- = 650 psi Load Length 10 ft Controlling Moment: 9021 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3608 lb At 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: 45.1 in3 94.17 in3 Area(Shear): 20.42 in2 53.81 in2 Moment of Inertia(deflection): 266.21 in4 494.4 in4 Moment: 9021 ft-lb 18834 ft-lb Shear: -3608 lb 9507 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 StruCalc 9.0 page •Location:D-1 Multi-Loaded Multi-Span Beam of [2000 International Residential Code(1997 NDS)] 5.5 IN x 9.5 IN x 9.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:43 AM Section Adequate By:44.8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN L/1869 Dead Load 0.06 in Total Load 0.12 IN L/909 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 900 lb 900 lb Dead Load 951 lb 951 lb Total Load 1851 lb 1851 lb Bearing Length 0.54 in 0.54 in BEAM DATA Center Span Length 9 ft Unbraced Length-Top 0 ft A 9ft B Unbraced Length-Bottom 9 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 200 plf #2-Douglas-Fir-Larch Uniform Dead Load 200 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 411 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp. L to Grain: Fc- L= 625 psi Fc- = 625 psi Controlling Moment: 4165 ft-lb 4.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1851 lb At 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: 57.12 in3 82.73 in3 Area(Shear): 16.33 in2 52.25 in2 Moment of Inertia(deflection): 103.78 in4 392.96 in4 Moment: 4165 ft-lb 6032 ft-lb Shear: -1851 lb 5922 lb Project:GLOBAL HOUSING WALNUT PARCEL 3 ver, 4StruCalc 9.0 page Location:D-2 Multi-Loaded Multi-Span Beam or [2000 International Residential Code(1997 NDS)] 5.5 IN x 9.5 IN x 10.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/24/2018 11:48:43 AM Section Adequate By:21.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN L/1177 Dead Load 0.09 in Total Load 0.19 IN L/651 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1050 lb 1050 lb Dead Load 847 lb 847 lb Total Load 1897 lb 1897 lb Bearing Length 0.55 in 0.55 in BEAM DATA Center — Span Length 10.5 ft 111=111111=111=111.111t Unbraced Length-Top 0 ft A 10.5 ft B Unbraced Length-Bottom 10.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 200 plf #2-Douglas-Fir-Larch Uniform Dead Load 150 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 361 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Comp.- to Grain: Fc- = 625 psi Fc- = 625 psi Controlling Moment: 4980 ft-lb 5.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1897 lb At 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: 68.29 in3 82.73 in3 Area(Shear): 16.74 in2 52.25 in2 Moment of Inertia(deflection): 144.77 in4 392.96 in4 Moment: 4980 ft-lb 6032 ft-lb Shear: 1897 lb 5922 lb 1