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Specifications (36) Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-1 a _ / Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 6.75 IN x 13.5IN x 22.0 FT APR 2 3 2018 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:08 PM Section Adequate By:40.6% (� i G, Controlling Factor: Deflection <] [� : ,ii b; k\-\ �r J "` k1 J DEFLECTIONS Center LOADING DIAGRAM Live Load 0.42 IN L/624 Dead Load 0.36 in Total Load 0.78 IN L/338 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2200 lb 2200 lb Dead Load 1867 lb 1867 lb Total Load 4067 lb 4067 lb Bearing Length 0.93 in 0.93 in BEAM DATA Center w Span Length 22 ft Unbraced Length-Top 0 ft A 22 ft B Unbraced Length-Bottom 22 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.36 Uniform Live Load 200 plf Notch Depth 0.00 Uniform Dead Load 150 plf MATERIAL PROPERTIES Beam Self Weight 20 plf 24F-V4-Visually Graded Western Species Total Uniform Load 370 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2297 psi Cd=1.00 Cv=0.96 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.L to Grain: Fc- = 650 psi Fc-1'= 650 psi Controlling Moment: 22370 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: 4067 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: 116.88 in3 205.03 in3 Area(Shear): 23.02 in2 91.13 in2 Moment of Inertia(deflection): 984.13 in4 1383.96 in4 Moment: 22370 ft-lb 39242 ft-lb Shear: 4067 lb 16099 lb Project: LOT 15 GREENSWARD StruCalc 9.0 page Location:M-2 Writ*= / Multi-Loaded Multi-Span Beamof [2015 International Building Code(2015 NDS)] ;:� 6.75 INx15.0INx21.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:09 PM Section Adequate By: 15.2% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.48 IN L/537 Dead Load 0.45 in Total Load 0.93 IN L/277 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 3422 lb 4328 lb Dead Load 3461 lb 3461 lb Total Load 6883 lb 7789 lb TR1 Bearing Length 1.57 in 1.78 in . w BEAM DATA Center Span Length 21.5 ft -- -- Unbraced Length-Top 0 ft A 21.5 ft B Unbraced Length-Bottom 21.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 Camber Required 0.45 UNIFORM LOADS Center Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 22 plf 24F-V4-Visually Graded Western Species Total Uniform Load 622 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb cmpr= 1850 psi Fb'= 2278 psi Cd—=1.00 Cv=0.95 Left Live Load 200 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Left Dead Load 0 plf Right Live Load 200 plf Cd=1.00 Right Dead Load 0 plf Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Load Start 15 ft Comp.--I-to Grain: Fc-1-= 650 psi Fc--L'= 650 psi Load End 21.5 ft Load Length 6.5 ft Controlling Moment: 38077 ft-lb 10.97 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -7789 lb 22.0 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: 200.59 in3 253.13 in3 Area(Shear): 44.09 in2 101.25 in2 Moment of Inertia(deflection): 1647.39 in4 1898.44 in4 Moment: 38077 ft-lb 48050 ft-lb Shear: -7789 lb 17888 lb Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-4 shit3 Multi-Loaded Multi-Span Beam or [2015 International Building Code(2015 NDS)] 44. 5.5 INx10.5INx14.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:10 PM Section Adequate By:23.8% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.31 IN L/557 Dead Load 0.27 in Total Load 0.59 IN L/297 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2175 lb 2175 lb Dead Load 1903 lb 1903 lb Total Load 4078 lb 4078 lb Bearing Length 1.14 in 1.14 in BEAM DATA Center w Span Length 14.5 ft Unbraced Length-Top 0 ft A 14.5 ft Unbraced Length-Bottom 14.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.27 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 250 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 24F-V4-Visually Graded Western Species Total Uniform Load 563 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 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 Comp.L to Grain: Fc- L= 650 psi Fc--- = 650 psi Controlling Moment: 14784 ft-lb 7.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -4078 lb 14.0 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: 73.92 in3 101.06 in3 Area(Shear): 23.08 in2 57.75 in2 Moment of Inertia(deflection): 428.66 in4 530.58 in4 Moment: 14784 ft-lb 20213 ft-lb Shear: -4078 lb 10203 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-5 Multi-Loaded Multi-Span Beam or [2015 International Building Code(2015 NDS)] 5.5 IN x 12.0 IN x 14.5 FT 24F-V5-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:12 PM Section Adequate By:41.0% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.32 IN L/545 Dead Load 0.20 in Total Load 0.51 IN L/338 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 4244 lb 2606 lb Dead Load 1916 lb 1916 lb Total Load 6160 lb 4522 lb TR1 Bearing Length 1.72 in 1.26 in BEAM DATA Center w Span Length 14.5 ft -- — - - Unbraced Length-Top 0 ft A 14.5 ft Unbraced Length-Bottom 14.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.2 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 250 plf MATERIAL PROPERTIES Beam Self Weight 14 plf 24F-V5-Visually Graded Western Species Total Uniform Load 564 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1600 psi Fb'= 2400 psi Left Live Load 500 plf Cd=1.00 Shear Stress: Fv= 215 psi Fv'= 215 psi Left Dead Load 0 plf Cd=1.00 Right Live Load 500 plf Right Dead Load 0 plf Modulus of Elasticity: E= 1700 ksi E'= 1700 ksi Load Start 0 ft Comp.--to Grain: Fc-1= 650 psi Fc--- = 650 psi Load End 5 ft Controlling Moment: 18119 ft-lb Load Length 5 ft 6.53 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 6160 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: 90.59 in3 132 in3 Area(Shear): 42.98 in2 66 in2 Moment of Inertia(deflection): 561.61 in4 792 in4 Moment: 18119 ft-lb 26400 ft-lb Shear: 6160 lb 9460 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:GT-1 FOR LOADING ONLY sWt ik / Multi-Loaded Multi-Span Beam .-6 = of [2015 International Building Code(2015 NDS)] 5.125 IN x 28.5 IN x 32.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:13 PM Section Adequate By: 10.4% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.98 IN L/397 Dead Load 0.04 in Total Load 1.03 IN L/380 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 i REACTIONS A B Live Load 6820 lb 13993 lb Dead Load 515 lb 515 lb Total Load 7335 lb 14508 lb I� _..� 1Ri j Bearing Length 2.20 in 4.35 in <.. BEAM DATA Center n_�_� '' Span Length 32.5 ft Unbraced Length-Top O ft A 32.5 ft 6 Unbraced Length-Bottom 32.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.04 Uniform Live Load 125 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 32 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: Fb_cmpr= 1850 psi Fb'= 2107 psi Load Number One Live Load 4000 lb Cd=1.00 Cv=0.88 Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb Location 17.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc-1= 650 psi Fc-1'= 650 psi Load Number One Left Live Load 850 plf Controlling Moment: 104528 ft-lb Left Dead Load 0 plf 18.2 Ft from left support of span 2(Center Span) Right Live Load 850 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Controlling Shear: -14507 lb Load Start 17.5 ft 32.0 Ft from left support of span 2(Center Span) Load End 32.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 15 ft Comparisons with required sections: Req'd Provided Section Modulus: 595.3 in3 693.8 in3 Area(Shear): 82.12 in2 146.06 in2 Moment of Inertia(deflection): 8954.59 in4 9886.61 in4 Moment: 104528 ft-lb 121823 ft-lb Shear: -14507 lb 25804 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-6 RIDGE AT DEN Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 3.5 IN x 12.0 IN x 14.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:14 PM Section Adequate By:56.3% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.22 IN L/794 Dead Load 0.23 in Total Load 0.45 IN L/388 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1450 lb 1450 lb Dead Load 1516 lb 1516 lb Total Load 2966 lb 2966 lb Bearing Length 1.30 in 1.30 in BEAM DATA Center w Span Length 14.5 ft - - - —Unbraced Length-Top 0 ft A 14.5 ft Unbraced Length-Bottom 14.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.23 Uniform Live Load 200 plf Notch Depth 0.00 Uniform Dead Load 200 plf MATERIAL PROPERTIES Beam Self Weight 9 plf 24F-V4-Visually Graded Western Species Total Uniform Load 409 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 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 Comp. L to Grain: Fc- = 650 psi Fc---'= 650 psi Controlling Moment: 10752 ft-lb 7.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2966 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: 53.76 in3 84 in3 Area(Shear): 16.79 in2 42 in2 Moment of Inertia(deflection): 311.75 in4 504 in4 Moment: 10752 ft-lb 16800 ft-lb Shear: 2966 lb 7420 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page 'Location:M-7 VtItillt Multi-Loaded Multi-Span Beam µ [2015 International Building Code(2015 NDS)] It,,,,- - - of 5.5 IN x 10.5 IN x 16.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:15 PM Section Adequate By:49.8% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.36 IN L/539 Dead Load 0.02 in Total Load 0.38 IN L/512 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1713 lb 2088 lb Dead Load 100 lb 100 lb Total Load 1813 lb 2188 lb TR1z f Bearing Length 0.51 in 0.61 in ' w BEAM DATA Center Span Length 16 ft I.Unbraced Length-Top 0 ft A 16 ft Z Unbraced Length-Bottom 16 ft B Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0.02 Uniform Live Load 200 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 24F-V4-Visually Graded Western Species Total Uniform Load 213 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 100 plf Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Left Dead Load 0 plf Cd=1.00 Right Live Load 100 plf Right Dead Load 0 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Start 10 ft Comp.-I-to Grain: Fc-1= 650 psi Fc--L'= 650 psi Load End 16 ft Load Length 6 ft Controlling Moment: 7730 ft-lb 8.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2188 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: 38.65 in3 101.06 in3 Area(Shear): 12.38 in2 57.75 in2 Moment of Inertia(deflection): 354.2 in4 530.58 in4 Moment: 7730 ft-lb 20213 ft-lb Shear: -2188 lb 10203 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-8 Multi-Loaded Multi-Span Beam or [2015 International Building Code(2015 NDS)] 5.5 IN x 10.5 IN x 11.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:16 PM Section Adequate By:327.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1914 Dead Load 0.04 in Total Load 0.11 IN L/1225 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1100 lb 1100 lb Dead Load 619 lb 619 lb Total Load 1719 lb 1719 lb Bearing Length 0.48 in 0.48 in BEAM DATA Center !IMMUNE._ AWM11.111.____ Span Length 11 ft Unbraced Length-Top O ft A lift B Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.04 Notch Depth 0.00 Uniform Live Load 200 plf Uniform Dead Load 100 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 24F-V4-Visually Graded Western Species Total Uniform Load 313 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 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 Comp.L to Grain: Fc-L= 650 psi Fc-L'= 650 psi Controlling Moment: 4727 ft-lb 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1719 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: 23.63 in3 101.06 in3 Area(Shear): 9.73 in2 57.75 in2 Moment of Inertia(deflection): 103.97 in4 530.58 in4 Moment: 4727 ft-lb 20213 ft-lb Shear: -1719 lb 10203 lb • Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-9 Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 5.5 INx10.5INx11.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:17 PM Section Adequate By:311.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN L/1531 Dead Load 0.00 in Total Load 0.09 IN L/1458 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 860 lb 860 lb Dead Load 69 lb 69 lb Total Load 929 lb 929 lb Bearing Length 0.26 in 0.26 in BEAM DATA Center Span Length 11 ft Unbraced Length-Top 0 ft A 11 ft B Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 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 13 plf 24F-V4-Visually Graded Western Species Total Uniform Load 13 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Fb_1.00cmpr= 1850 psi Fb'= 2400 psi Load Number One Cc/T.1.00Live Load 1719 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb Location 5.5 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp. L to Grain: Fc- = 650 psi Fc--- = 650 psi Controlling Moment: 4917 ft-lb 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 928 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: 24.58 in3 101.06 in3 Area(Shear): 5.25 in2 57.75 in2 Moment of Inertia(deflection): 124.79 in4 530.58 in4 Moment: 4917 ft-lb 20213 ft-lb Shear: 928 lb 10203 lb Project: H&H LOT 15 GREENSWARD - 4 StruCalc 9.0 page 'Location:M-10 Multi-Loaded Multi-Span Beam v � of [2015 International Building Code(2015 NDS)] ' 5.25 IN x 11.875 IN x 16.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:18 PM Section Adequate By:28.3% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.30 IN L/636 Dead Load 0.32 in Total Load 0.62 IN L/308 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2400 lb 2400 lb Dead Load 2556 lb 2556 lb Total Load 4956 lb 4956 lb Bearing Length 1.26 in 1.26 in w; BEAM DATA Center • Span Length 16 ft --- - - -- -- -- 41 Unbraced Length-Top 0 ft A 16 ft �B Unbraced Length-Bottom 16 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 300 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 619 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. I-to Grain: Fc- L= 750 psi Fc--- = 750 psi Controlling Moment: 19823 ft-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 Controlling Shear: 4956 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: 81.93 in3 123.39 in3 Area(Shear): 25.63 in2 62.34 in2 Moment of Inertia(deflection): 570.82 in4 732.62 in4 Moment: 19823 ft-lb 29854 ft-lb Shear: 4956 lb 12053 lb Project'H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-11 Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 3.5 IN x 11.875 IN x 4.75 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:19 PM Section Adequate By:270.6% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/9724 Dead Load 0.00 in Total Load 0.01 IN L/5325 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1188 lb 1188 lb Dead Load 981 lb 981 lb Total Load 2169 lb 2169 lb Bearing Length 0.83 in 0.83 in w BEAM DATA Center i Span Length 4.75 ft - — Unbraced Length-Top 0 ft A 4.75 ft Unbraced Length-Bottom 4.75 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 500 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 400 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 913 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- = 750 psi Fc-L'= 750 psi Controlling Moment: 2575 ft-lb 2.38 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2168 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: 10.64 in3 82.26 in3 Area(Shear): 11.22 in2 41.56 in2 Moment of Inertia(deflection): 22.01 in4 488.41 in4 Moment: 2575 ft-lb 19902 ft-lb Shear: 2168 lb 8035 lb • Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:m-12 simiic / Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] of 5.25 IN x 11.875 IN x 14.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:20 PM Section Adequate By: 106.3% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.18 IN L/973 Dead Load 0.01 in Total Load 0.19 IN L/906 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1429 lb 5702 lb Dead Load 141 lb 141 lb Total Load 1570 lb 5843 lb Bearing Length 0.40 in 1.48 in BEAM DATA Center Span Length 14.5 ft Unbraced Length-Top 0 ft A 14.5 ft Unbraced Length-Bottom 14.5 ft B Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 150 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 169 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 4956 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 Ib Comp.L to Grain: Fc-L= 750 psi Fc-L'= 750 psi Location 13.5 ft Controlling Moment: 7277 ft-lb 9.28 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -5843 lb 14.0 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: 30.08 in3 123.39 in3 Area(Shear): 30.22 in2 62.34 in2 Moment of Inertia(deflection): 271.17 in4 732.62 in4 Moment: 7277 ft-lb 29854 ft-lb Shear: -5843 lb 12053 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page 'Location:M-13 salitik Multi-Loaded Multi-Span Beam '"° of [2015 International Building Code(2015 NDS)] r 5.25 IN x 18.0 IN x 17.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:21 PM Section Adequate By:25.2% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.45 IN L/451 Dead Load 0.01 in Total Load 0.46 IN L/440 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 9774 lb 7932 lb Dead Load 251 lb 251 lb Total Load 10025 lb 8183 lb ; —._ 1� — Bearing Length 2.55 in 2.08 in !----- i BEAM DATA Center i ___ Span Length 17 ft Unbraced Length-Top O ft A i f B Unbraced Length-Bottom 17 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 200 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 230 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 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Live Load 4956 lb Dead Load 0 lb Comp.1 to Grain: Fc-1= 750 psi Fc---'= 750 psi Location 11 ft Controlling Moment: 46548 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 9.35 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 850 plf Controlling Shear: 10025 lb Left Dead Load 0 plf At left support of span 2(Center Span) Right Live Load 850 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Load Start 0 ft Comparisons with required sections: Req'd Provided Load End 11 ft Section Modulus: 201.49 in3 283.5 in3 Load Length 11 ft Area(Shear): 51.85 in2 94.5 in2 Moment of Inertia(deflection): 2037.16 in4 2551.5 in4 Moment: 46548 ft-lb 65494 ft-lb Shear: 10025 lb 18270 lb • Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page • Location:M-14 Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] ",f,.;'" 3.5 INx11.875INx6.0FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:22 PM Section Adequate By:229.5% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/6031 Dead Load 0.01 in Total Load 0.02 IN L/2967 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1200 lb 1200 lb Dead Load 1239 lb 1239 lb Total Load 2439 lb 2439 lb Bearing Length 0.93 in 0.93 in BEAM DATA Center Span Length 6 ft • Unbraced Length-Top 0 ft A 6ft Unbraced Length-Bottom 6 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 400 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 813 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. to Grain: Fc- = 750 psi Fc--- = 750 psi Controlling Moment: 3658 ft-lb 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2439 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: Read Provided Section Modulus: 15.12 in3 82.26 in3 Area(Shear): 12.62 in2 41.56 in2 Moment of Inertia(deflection): 39.5 in4 488.41 in4 Moment: 3658 ft-lb 19902 ft-lb Shear: -2439 lb 8035 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page 'Location:M-15 511`tIG2k£ / Multi-Loaded Multi-Span Beam ` of [2015 International Building Code(2015 NDS)] 5.25 IN x 11.875 IN x 11.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:23 PM Section Adequate By: 17.8% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.32 IN L/429 Dead Load 0.09 in Total Load 0.41 IN L/340 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 1 REACTIONS A B Live Load 7755 lb 4855 lb Dead Load 1529 lb 2020 lb Total Load 9284 lb 6875 lb Bearing Length 2.36 in 1.75 in BEAM DATA Center Span Length 11.5 ft Unbraced Length-Top 0 ft A - 11.5 ft - �- Unbraced Length-Bottom 11.5 ft B Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 150 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 169 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 7335 lb Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Dead Load 0 Ib Comp.-to Grain: Fc-1= 750 psi Fc--I-'= 750 psi Location 3 ft Controlling Moment: 25338 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.45 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 200 plf 500 plf Controlling Shear: 9284 lb Left Dead Load 200 plf 450 plf At left support of span 2(Center Span) Right Live Load 200 plf 500 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 200 plf 450 pif Load Start 0 ft 6.5 ft Comparisons with required sections: Req'd Provided Load End 6.5 ft 11 ft Section Modulus: 104.73 in3 123.39 in3 Load Length 6.5 ft 4.5 ft Area(Shear): 48.02 in2 62.34 in2 Moment of Inertia(deflection): 614.82 in4 732.62 in4 Moment: 25338 ft-lb 29854 ft-lb Shear: 9284 lb 12053 lb • Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-16 Kr=- .64 Multi Loaded Multi-Span Beam`' or [2015 International Building Code(2015 NDS)] 5.25 IN x 11.875 IN x 14.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:24 PM Section Adequate By:33.8% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.35 IN L/482 Dead Load 0.16 in Total Load 0.51 IN L/330 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 1 REACTIONS A B Live Load 4529 lb 4071 lb Dead Load 1936 lb 2536 lb r— Total Load 6465 lb 6607 lb TR1 1122 Bearing Length 1.64 in 1.68 in z.. BEAM DATA Center Span Length 14 ft Unbraced Length-Top 0 ft A - - --- 14 n 40B Unbraced Length-Bottom 14 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 100 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 100 plf Base Values Adjusted Beam Self Weight 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 219 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 2000 lb 2000 lb Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Dead Load 0 lb 0 lb Comp.�-to Grain: Fc--L= 750 psi Fc--L'= 750 psi Location 2 ft 8 ft Controlling Moment: 22171 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 7.98 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 400 plf 400 plf Controlling Shear: -6608 lb Left Dead Load 350 plf 350 plf At right support of span 2(Center Span) Right Live Load 400 plf 400 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 350 plf 350 plf Load Start Oft 8 ft Comparisons with required sections: Req'd Provided Load End 2 ft 14 ft Section Modulus: 91.64 in3 123.39 in3 Load Length 2 ft 6 ft Area(Shear): 34.18 in2 62.34 in2 Moment of Inertia(deflection): 547.71 in4 732.62 in4 Moment: 22171 ft-lb 29854 ft-lb Shear: -6608 lb 12053 lb Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page 'Location:M-17 Multi-Loaded Multi-Span Beam V of/ [2015 International Building Code(2015 NDS)] _ 5.5 IN x 9.5 IN x 3.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:25 PM Section Adequate By: 191.4% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.01 IN L/5473 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1050 lb 1050 lb Dead Load 982 lb 982 lb Total Load 2032 lb 2032 lb Bearing Length 0.59 in 0.59 in BEAM DATA Center Span Length 3.5 ft -- Unbraced Length-Top 0 ft A 3.5 ft Unbraced Length-Bottom 3.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 600 plf #2-Douglas-Fir-Larch Uniform Dead Load 550 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 1161 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-1= 625 psi Fc- = 625 psi Controlling Moment: 1778 ft-lb 1.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2032 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: 24.39 in3 82.73 in3 Area(Shear): 17.93 in2 52.25 in2 Moment of Inertia(deflection): 17.23 in4 392.96 in4 Moment: 1778 ft-lb 6032 ft-lb Shear: 2032 lb 5922 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-18-A3 Multi-Loaded Multi-Span Beam -.; ,,,-: o [2015 International Building Code(2015 NDS)] , 5.25 IN x 11.875 IN x 8.0 FT(6.5+1.5) 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:26 PM Section Adequate By:739.4% Controlling Factor:Shear DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.01 IN L/MAX 0.00 IN 2L/8894 Dead Load 0.01 in 0.00 in Total Load 0.01 IN L/7271 -0.01 IN 2L/4878 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 650 lb 985 lb Dead Load 675 lb 1081 lb Total Load 1325 lb 2066 lb Bearing Length 0.34 in 0.52 in BEAM DATA Center Right w w Span Length 6.5 ft 1.5 ft Unbraced Length-Top 0 ft O ft A ss n B 1.5 ft Unbraced Length-Bottom 6.5 ft 1.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 200 plf 200 plf 2.0E Parallam-iLevel Trus Joist Uniform Dead Load 200 plf 200 plf Base Values Adjusted Beam Self Weight 19 plf 19 plf Bending Stress: Fb= 2900 psi Fb'= 2903 psi Total Uniform Load 419 plf 419 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-1= 750 psi Fc---'= 750 psi Controlling Moment: 2094 ft-lb 3.18 Ft from left support of span 2(CenterSpan) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1436 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Req'd Provided Section Modulus: 8.65 in3 123.39 in3 Area(Shear): 7.43 in2 62.34 in2 Moment of Inertia(deflection): 36.05 in4 732.62 in4 Moment: 2094 ft-lb 29854 ft-lb Shear: -1436 lb 12053 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-18 5�t Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 5.25 IN x 14.0 IN x 21.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 10.0.1.6 4/11/2018 12:28:27 PM Section Adequate By: 19.7% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.60 IN L/431 Dead Load 0.25 in Total Load 0.84 IN L/305 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2936 lb 2699 lb Dead Load 1322 lb 1322 lb Total Load 4258 lb 4021 lb Bearing Length 1.08 in 1.02 in ! ------- ---- - a; BEAM DATA Center Span Length 21.5 ft Unbraced Length-Top 0 ft A 21.5 ft Unbraced Length-Bottom 21.5 ft B Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 140 plf 2.0E Parallam- Level Trus Joist Uniform Dead Load 100 plf Base Values Adjusted Beam Self Weight 23 plf Bending Stress: Fb= 2900 psi Fb'= 2851 psi Total Uniform Load 263 plf Cd=1.00 CF=0.98 POINT LOADS-CENTER SPAN Shear Stress: Fv= 290 psi Fv'= 290 psi Cd=1.00 Load Number One Modulus of Elasticity: E= 2000 ksi E= 2000 ksi Live Load 1325 lb Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Dead Load 0 lb Location 13 ft Controlling Moment: 24971 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 11.82 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 100 plf Controlling Shear: 4258 lb Left Dead Load 0 plf At left support of span 2(Center Span) Right Live Load 100 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf Load Start 0 ft Comparisons with required sections: Reo'd Provided Load End 13 ft Section Modulus: 105.11 in3 171.5 in3 Load Length 13 ft Area(Shear): 22.02 in2 73.5 in2 Moment of Inertia(deflection): 1002.63 in4 1200.5 in4 Moment: 24971 ft-lb 40742 ft-lb Shear: 4258 lb 14210 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-19 Multi-Loaded Multi-Span Beam a of [2015 International Building Code(2015 NOS)] 6.75 IN x 24.0 IN x 23.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:28 PM Section Adequate By:31.3% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.39 IN L/716 Dead Load 0.23 in Total Load 0.63 IN L/449 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 7762 lb 9809 lb Dead Load 5457 lb 5668 lb Total Load 13219 lb 15477 lb Bearing Length 3.01 in 3.53 in BEAM DATA Center .,_.- r Span Length 23.5 ft - Unbraced Length-Top 0 ft A las ft Unbraced Length-Bottom 23.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0.23 Uniform Live Load 500 plf Notch Depth 0.00 Uniform Dead Load 400 plf MATERIAL PROPERTIES Beam Self Weight 35 plf 24F-V4-Visually Graded Western Species Total Uniform Load 935 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2154 psi Live Load 4021 lb Cd=1.00 Cv=0.90 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 TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc- = 650 psi Fc--- = 650 psi Load Number One Left Live Load 100 plf Controlling Moment: 88618 ft-lb Left Dead Load 50 plf 12.92 Ft from left support of span 2(Center Span) Right Live Load 100 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 50 plf Controlling Shear: -15477 lb Load Start 5.5 ft 24.0 Ft from left support of span 2(Center Span) Load End 23.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 18 ft Comparisons with required sections: Req'd Provided Section Modulus: 493.67 in3 648 in3 Area(Shear): 87.6 in2 162 in2 Moment of Inertia(deflection): 4159.97 in4 7776 in4 Moment: 88618 ft-lb 116321 ft-lb Shear: -15477 lb 28620 lb • Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-20 Multi-Loaded Multi-Span Beam ,. of [2015 International Building Code(2015 NDS)] -" 5.5 IN x 13.5 IN x 18.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:29 PM Section Adequate By:22.5% Controlling Factor: Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.50 IN L/441 Dead Load 0.02 in Total Load 0.52 IN L/424 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2764 lb 3377 lb Dead Load 149 lb 149 lb Total Load 2913 lb 3526 lb Bearing Length 0.81 in 0.99 in BEAM DATA Center Span Length 18.5 ft Unbraced Length-Top 0 ft A 18.5 n B Unbraced Length-Bottom 18.5 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0.02 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 16 plf 24F-V4-Visually Graded Western Species Total Uniform Load 16 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2385 psi Load Number One Cd=1.00 Cv=0.99 Live Load 2066 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb Cd=1.00 Location 11 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp. L to Grain: Fc-- = 650 psi Fc--- = 650 psi Load Number One Two Left Live Load 250 plf 200 plf Controlling Moment: 18917 ft-lb Left Dead Load 0 plf 0 plf 10.91 Ft from left support of span 2(Center Span) Right Live Load 250 plf 200 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 0 plf 0 plf Controlling Shear: -3526 lb Load Start 11 ft 0 ft 18.0 Ft from left support of span 2(Center Span) Load End 18.5 ft 11 ft Created by combining all dead loads and live loads on span(s)2 Load Length 7.5 ft 11 ft Comparisons with required sections: Req'd Provided Section Modulus: 95.17 in3 167.06 in3 Area(Shear): 19.96 in2 74.25 in2 Moment of Inertia(deflection): 920.24 in4 1127.67 in4 Moment: 18917 ft-lb 33207 ft-lb Shear: -3526 lb 13118 lb • Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-21 Multi-Loaded Multi-Span Beam ` of [2015 International Building Code(2015 NDS)] - 3.5INx12.0INx9.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:30 PM Section Adequate By:612.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/5644 Dead Load 0.02 in Total Load 0.04 IN L/2699 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 475 lb 475 lb Dead Load 518 lb 518 lb Total Load 993 lb 993 lb Bearing Length 0.44 in 0.44 in BEAM DATA Center w Span Length 9.5 ft Unbraced Length-Top 0 ft A 9,5 ft B Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.02 Uniform Live Load 100 plf Notch Depth 0.00 Uniform Dead Load 100 plf MATERIAL PROPERTIES Beam Self Weight 9 plf 24F-V4-Visually Graded Western Species Total Uniform Load 209 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 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 Comp.-L.to Grain: Fc- = 650 psi Fc-1'= 650 psi Controlling Moment: 2359 ft-lb 4.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -993 lb 10.0 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: 11.79 in3 84 in3 Area(Shear): 5.62 in2 42 in2 Moment of Inertia(deflection): 44.81 in4 504 in4 Moment: 2359 ft-lb 16800 ft-lb Shear: -993 lb 7420 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-22 / a�'�Ca�c Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 3.5 INx12.0INx10.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:31 PM Section Adequate By:56.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.14 IN L/880 Dead Load 0.08 in Total Load 0.21 IN L/563 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2750 lb 2750 lb Dead Load 1546 lb 1546 lb Total Load 4296 lb 4296 lb Bearing Length 1.89 in 1.89 in BEAM DATA Center w Span Length 10 ft Unbraced Length-Top 0 ft A to ft =B Unbraced Length-Bottom 10 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.08 Uniform Live Load 550 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 9 plf 24F-V4-Visually Graded Western Species Total Uniform Load 859 plf Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 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 Comp. to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 10739 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: 4296 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: 53.69 in3 84 in3 Area(Shear): 24.31 in2 42 in2 Moment of Inertia(deflection): 214.74 in4 504 in4 Moment: 10739 ft-lb 16800 ft-lb Shear: 4296 lb 7420 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-3-B :ifu�ttV / Multi-Loaded Multi-Span Beam [2015 International Building Code(2015 NDS)] 5.5 INx11.5INx5.0FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:32 PM Section Adequate By:583.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN L/MAX Dead Load 0.00 in Total Load 0.01 IN L/9347 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 500 lb 500 lb Dead Load 534 lb 534 lb Total Load 1034 lb 1034 lb Bearing Length 0.30 in 0.30 in BEAM DATA Center w Span Length 5 ft - =- - s n Unbraced Length-Top 0 ft A Unbraced Length-Bottom 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 200 plf Base Values Adjusted Beam Self Weight 14 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 414 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.-I-to Grain: Fc- = 625 psi Fc-1'= 625 psi Controlling Moment: 1293 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: -1034 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: 17.73 in3 121.23 in3 Area(Shear): 9.13 in2 63.25 in2 Moment of Inertia(deflection): 17.9 in4 697.07 in4 Moment: 1293 ft-lb 8840 ft-lb Shear: -1034 lb 7168 lb • Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-3-C Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 5.5 IN x 11.5 IN x 5.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:33 PM Section Adequate By:801.7% Controlling Factor:Moment 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:11360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 750 lb 750 lb Dead Load 34 lb 34 lb Total Load 784 lb 784 lb Bearing Length 0.23 in 0.23 in w BEAM DATA Center Span Length 5 ft Unbraced Length-Top 0 ft A 5 ft Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 300 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 14 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 314 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- 1= 625 psi Fc--- = 625 psi Controlling Moment: 980 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: -784 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: Read Provided Section Modulus: 13.44 in3 121.23 in3 Area(Shear): 6.92 in2 63.25 in2 Moment of Inertia(deflection): 19.47 in4 697.07 in4 Moment: 980 ft-lb 8840 ft-lb Shear: -784 lb 7168 lb Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-3-A Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)) 5.51N x 11.5 IN x 4.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:34 PM Section Adequate By:915.6% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN UMAX 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 675 lb 675 lb Dead Load 31 lb 31 lb Total Load 706 lb 706 lb Bearing Length 0.21 in 0.21 in w BEAM DATA Center _ Span Length 4.5 ft Unbraced Length-Top 0 ft A 4.5 ft Unbraced Length-Bottom 4.5 ft Live Load Duration Factor 1,00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 300 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 14 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 314 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-L'= 625 psi Controlling Moment: 794 ft-lb 2.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -706 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 Comparisons with required sections: Reo'd Provided Section Modulus: 10.89 in3 121.23 in3 Area(Shear): 6.23 in2 63.25 in2 Moment of Inertia(deflection): 14.19 in4 697.07 in4 Moment: 794 ft-lb 8840 ft-lb Shear: -706 lb 7168 lb Project:H&H LOT 15 GREENSWARD StruCalc 9.0 page }Location:M-3-D / Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 5.5 INx10.5INx9.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:35 PM Section Adequate By: 138.1% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN L/1454 Dead Load 0.05 in Total Load 0.12 IN L/881 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1858 lb 1858 lb Dead Load 1406 lb 1406 lb Total Load 3264 lb 3264 lb Bearing Length 0.91 in 0.91 in BEAM DATA Center Span Length 9 ft Unbraced Length-Top 0 ft A 9f B Unbraced Length-Bottom 9 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.05 Uniform Live Load 300 plf Notch Depth 0.00 Uniform Dead Load 300 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 24F-V4-Visually Graded Western Species Total Uniform Load 613 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 Cd=1.00 Live Load 1016 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Dead Load 0 lb Cd=9.00 Location 4.5 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.-'-to Grain: Fc- = 650 psi Fc--1-'= 650 psi Controlling Moment: 8488 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: -3264 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: 42.44 in3 101.06 in3 Area(Shear): 18.48 in2 57.75 in2 Moment of Inertia(deflection): 144.53 in4 530.58 in4 Moment: 8488 ft-lb 20213 ft-lb Shear: -3264 lb 10203 lb Project: H&H LOT 15 GREENSWARD StruCalc 9.0 page Location:M-3 Multi-Loaded Multi-Span Beam of [2015 International Building Code(2015 NDS)] 5.5 INx11.5INx11.0FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 10.0.1.6 4/11/2018 12:28:36 PM Section Adequate By:45.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN L/1036 Dead Load 0.00 in Total Load 0.13 IN L/997 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1617 lb 1617 lb Dead Load 75 lb 75 lb Total Load 1692 lb 1692 lb Bearing Length 0.49 in 0.49 in BEAM DATA Center w Span Length 11 ft --- Unbraced Length-Top O ft A lift 6- Unbraced Length-Bottom 11 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 0 plf Base Values Adjusted Beam Self Weight 14 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 214 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 1034 lb Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Dead Load 0 Ib Comp.-1-to Grain: Fc- = 625 psi Fc--- = 625 psi Location 5.5 ft Controlling Moment: 6076 ft-lb 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1692 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: 83.33 in3 121.23 in3 Area(Shear): 14.93 in2 63.25 in2 Moment of Inertia(deflection): 242.13 in4 697.07 in4 Moment: 6076 ft-lb 8840 ft-lb Shear: 1692 lb 7168 lb