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Specifications (11) ‘`M-1--- 01-va33 `Project:Austin Roth JT Roth Lot 6 Corbin page Mark Stewart Location. U-1 : Mark Stewart Home Design Multi-Loaded Multi-Span Beam " Lalet:#' 22582 SW Main St.#309 [2009 International Building Code(2005 NDS)] '''— °` Sherwood,OR 97140 3.5 IN x 9.25 IN x 6.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By:67.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.05 IN U1435 Dead Load 0.00 in Total Load 0.06 IN L/1415 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1625 lb 1625 lb Dead Load 23 lb 23 lb Total Load 1648 lb 1648 lb w Bearing Length 0.75 in 0.75 in – -----iiiiiiiiii...______ BEAM DATA Center Span Length 6.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 6.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Notch Depth 0.00 Uniform Live Load 500 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 507 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1080 psi Cd=1.00 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi RECEIVED Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc--L= 625 psi Fc--L'= 625 psi Controlling Moment: 2678 ft-lb JUN 1 20I7 3.25 Ft from left support of span 2(Center Span) CITY OF TIGARD Created by combining all dead loads and live loads on span(s)2 rt� C Controlling Shear: -1648 lb BUILDING DIVISION 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: 29.75 in3 49.91 in3 Area(Shear): 13.73 in2 32.38 in2 Moment of Inertia(deflection): 57.92 in4 230.84 in4 Moment: 2678 ft-lb 4492 ft-lb Shear: -1648 lb 3885 lb page Project:Austin Roth JT Roth Lot 6 Corbin II Mark Stewart Location:M-1 I,u Mark Stewart Home Design Multi-Loaded Multi-Span Beam • 22582 SW Main St.#309 of 2009 Inti .. � ernatonal Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 18.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By:48.9% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.40 IN 11536 Dead Load 0.03 in Total Load 0.43 IN L/497 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 2250 lb 2250 lb Dead Load 175 lb 175 lb Total Load 2425 lb 2425 lb W Bearing Length 0.62 in 0.62 in BEAM DATA Center Span Length 18 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 18 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 250 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 269 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi 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- = 750 psi Fc- I-'= 750 psi Controlling Moment: 10914 ft-lb 9.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2425 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: 45.11 in3 123.39 in3 Area(Shear): 12.54 in2 62.34 in2 Moment of Inertia(deflection): 492 in4 732.62 in4 Moment: 10914 ft-lb 29854 ft-lb Shear: -2425 lb 12053 lb Project:Austin Roth JT Roth Lot 6 Corbin page Mark Stewart Location: M-2 ij, ,,.j Mark Stewart Home Design Multi-Loaded Multi-Span Beamtil. "k 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] , Sherwood,OR 97140 5.25 IN x 16.0 IN x 19.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By: 19.5% LOADING DIAGRAM Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.54 IN L/430 Dead Load 0.02 in 1 Total Load 0.57 IN L/412 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 2 3 REACTIONS A B Live Load 4354 lb 6067 lb J� Dead Load 256 Ib 256 Ib Total Load 4610 lb 6323 lb W Bearing Length 1.17 in 1.61 in BEAM DATA Center " 19.5 ft Span Length 19.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 19.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 100 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 26 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 126 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2809 psi Load Number One Two Three Cd=1.00 CF=0.97 Live Load 2425 lb 1648 lb 1648 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb 0 lb 0 lb Cd=1.00 Location 7 ft 8 ft 14 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. -to Grain: Fc--I-= 750 psi Fc--1-'= 750 psi TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Controlling Moment: 30409 ft-lb Left Live Load 500 plf 7.99 Ft from left support of span 2(Center Span) Left Dead Load 0 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 500 ptf Controlling Shear: -6323 lb Right Dead Load 0 plf 19.0 Ft from left support of span 2(Center Span) Load Start 14 ft Created by combining all dead loads and live loads on span(s)2 Load End 19.5 ft Load Length 5.5 ft Comparisons with required sections: Read Provided Section Modulus: 129.92 in3 224 in3 Area(Shear): 32.7 in2 84 in2 Moment of Inertia(deflection): 1499.37 in4 1792 in4 Moment: 30409 ft-lb 52430 ft-lb Shear: -6323 lb 16240 lb Project:Austin Roth JT Roth Lot 6 Corbin page Mark Stewart Location:M-3 Mark Stewart Home Design Multi-Loaded Multi-Span Beam �� ,F 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] - Sherwood,OR 97140 5.5 INx11.5INx16.5FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By:21.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.37 IN U538 Dead Load 0.03 in Total Load 0.39 IN L/504 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 1650 lb 1650 lb Dead Load 113 lb 113 lb Total Load 1763 lb 1763 lb Bearing Length 0.51 in 0.51 in BEAM DATA Center 16.5ft Span Length 16.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 16.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 200 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 14 plf #2-Douglas-Fir-Larch Total Uniform Load 214 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 875 psi 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 Min.Mod. of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.-I-to Grain: Fc-1 = 625 psi Fc- L'= 625 psi Controlling Moment: 7273 ft-lb 8.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1763 lb 16.0 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: Read Provided Section Modulus: 99.74 in3 121.23 in3 Area(Shear): 15.56 in2 63.25 in2 Moment of Inertia(deflection): 466.42 in4 697.07 in4 Moment: 7273 ft-lb 8840 ft-lb Shear: -1763 lb 7168 lb Project:Austin Roth JT Roth Lot 6 Corbin page Mark Stewart Location:M-4 t° _ Mark Stewart Home Design Multi-Loaded Multi-Span Beam d 101JL22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood, OR 97140 3.5 INx11.25INx9.5FT #2 Douglas-Fir-Larch-Dry Use StruCaic Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By: 158.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.06 IN L/2067 Dead Load 0.00 in Total Load 0.06 IN L/1982 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 950 lb 950 lb Dead Load 41 lb 41 lb Total Load 991 lb 991 lb Bearing Length 0.45 in 0.45 in BEAM DATA Center 9•S n B Span Length 9.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 9.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 200 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 9 plf #2-Douglas-Fir-Larch Total Uniform Load 209 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 990 psi Cd=1.00 CF=1.10 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.1 to Grain: Fc-1= 625 psi Fc--I-'= 625 psi Controlling Moment: 2353 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: 991 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: 28.52 in3 73.83 in3 Area(Shear): 8.25 in2 39.38 in2 Moment of Inertia(deflection): 72.33 in4 415.28 in4 Moment: 2353 ft-lb 6091 ft-lb Shear: 991 lb 4725 lb Project:Austin Roth JT Roth Lot 6 Corbin page Mark Stewart / Location:M-5 �� 3., Mark Stewart Home Design Multi-Loaded Multi-Span Beam' 22582 SW Main St.#309 or [2009 International Building Code(2005 NDS)] \,..00,°'`'' Sherwood,OR 97140 5.25 IN x 11.875 IN x 12.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:30 PM Section Adequate By:57.1% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.25 IN U565 Dead Load 0.01 in Total Load 0.26 IN U552 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 4800 lb 4800 lb Dead Load 117 lb 117 lb Total Load 4917 lb 4917 lb 1111111111111111111111111111111111111 Bearing Length 1.25 in 1.25 in BEAM DATA Center 12 ft B Span Length 12 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 12 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 800 plf Notch Depth 0.00 Uniform Dead Load 0P If MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 819 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi 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.1 to Grain: Fc- 1 = 750 psi Fc- '= 750 psi Controlling Moment: 14751 ft-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 Controlling Shear: 4917 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: Read Provided Section Modulus: 60.97 in3 123.39 in3 Area(Shear): 25.43 in2 62.34 in2 Moment of Inertia(deflection): 466.49 in4 732.62 in4 Moment: 14751 ft-lb 29854 ft-lb Shear: 4917 lb 12053 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location:M-6Mark Stewart Home Design / Multi-Loaded Multi-Span Beam ' 22582 SW Main St.#309 [2009 International Building Code(2005 NDS)) Sherwood,OR 97140 or 7.0 IN x 18.0 IN x 21.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By: 13.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.59 IN L/427 Dead Load 0.31 in Total Load 0.91 IN L/278 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 8113 lb 10454 lb Dead Load 5138 lb 5138 lb Total Load 13251 lb 15593 lb Bearing Length 2.52 in 2.97 in BEAM DATA Center 21 ft B Span Length 21 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 21 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 650 plf Notch Depth 0.00 Uniform Dead Load 450 plf MATERIAL PROPERTIES Beam Self Weight 39 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 1139 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2772 psi CLoad Number One d=1.00 CF=0.96 Live Load 4917 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 15.5 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-1-to Grain: Fc- L= 750 psi Fc--i'= 750 psi Controlling Moment: 77054 ft-lb 11.55 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -15593 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: Reo'd Provided Section Modulus: 333.54 in3 378 in3 Area(Shear): 80.65 in2 126 in2 Moment of Inertia(deflection): 2932.52 in4 3402 in4 Moment: 77054 ft-lb 87326 ft-lb Shear: -15593 lb 24360 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location:M-71$'tjtlt Mark Stewart Home Design Multi-Loaded Multi-Span Beam i" 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] v ' Sherwood, OR 97140 3.5 IN x 11.875 IN x 7.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By: 111.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.04 IN L/2059 Dead Load 0.03 in Total Load 0.07 IN L/1219 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2250 lb 2250 lb Dead Load 1549 lb 1549 lb • Total Load 3799 lb 3799 lb Bearing Length 1.45 in 1.45 in BEAM DATA Center Span Length 7.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 600 plf Notch Depth 0.00 Uniform Dead Load 400 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 1013 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi 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.1 to Grain: Fc-1= 750 psi Fc- = 750 psi Controlling Moment: 7123 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: 3799 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: 29.44 in3 82.26 in3 Area(Shear): 19.65 in2 41.56 in2 Moment of Inertia(deflection): 96.14 in4 488.41 in4 Moment: 7123 ft-lb 19902 ft-lb Shear: 3799 lb 8035 lb IOW page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location: M-8 ii -, Mark Stewart Home Design Multi-Loaded Multi-Span Beam udI''y. 22582 SW Main St.#309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 12.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By:217.6% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.13 IN L/1143 Dead Load 0.01 in Total Load 0.14 IN L/1083 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 2188 lb 2188 lb Dead Load 122 lb 122 lb Total Load 2309 lb 2309 lb Bearing Length 0.59 in 0.59 in BEAM DATA Center 12.5 ft Span Length 12.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 12.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 350 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 369 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi 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.1 to Grain: Fc- = 750 psi Fc-1'= 750 psi Controlling Moment: 7216 ft-lb 6.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2309 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 Comparisons with required sections: Read Provided Section Modulus: 29.83 in3 123.39 in3 Area(Shear): 11.94 in2 62.34 in2 Moment of Inertia(deflection): 230.68 in4 732.62 in4 Moment: 7216 ft-lb 29854 ft-lb Shear: -2309 lb 12053 lb • ` page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location:M-9 iiiru , Mark Stewart Home Design Multi-Loaded Multi-Span Beam �`� ''^ 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] k, '° Sherwood,OR 97140 3.5 IN x 9.25 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By:80.8% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.04 IN U1822 Dead Load 0.00 in Total Load 0.04 IN U1802 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1788 lb 1788 lb Dead Load 19 lb 19 lb Total Load 1807 lb 1807 lb Bearing Length 0.83 in 0.83 in T BEAM DATA Center 5.5 ft B Span Length 5.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 650 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 657 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1080 psi Cd=1.00 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp. L to Grain: Fc--I-= 625 psi Fc-l'= 625 psi Controlling Moment: 2484 ft-lb 2.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1807 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: 27.6 in3 49.91 in3 Area(Shear): 15.06 in2 32.38 in2 Moment of Inertia(deflection): 45.62 in4 230.84 in4 Moment: 2484 ft-lb 4492 ft-lb Shear: 1807 lb 3885 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location:M-10Mark Stewart Home Design Multi-Loaded Multi-Span Beam tialG 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] +: F` Sherwood,OR 97140 3.5 IN x 11.875 IN x 7.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By:455.9% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.02 IN U3798 Dead Load 0.00 in Total Load 0.02 IN U3678 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1400 lb 1400 lb Dead Load 45 lb 45 lb w Total Load 1445 lb 1445 lb Bearing Length 0.55 in 0.55 in BEAM DATA Center Span Length 7 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 7 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 400 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 413 plf Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2903 psi 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-1'= 750 psi Controlling Moment: 2530 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: -1445 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: 10.45 in3 82.26 in3 Area(Shear): 7.48 in2 41.56 in2 Moment of Inertia(deflection): 46.3 in4 488.41 in4 Moment: 2530 ft-lb 19902 ft-lb Shear: -1445 lb 8035 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location: M-12 Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of (2009 International Building Code(2005 NDS)] ' Sherwood,OR 97140 3.5 IN x 9.25 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By: 159.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN L/2631 Dead Load 0.00 in Total Load 0.03 IN 112591 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 1238 lb 1238 lb Dead Load 19 lb 19 lb WNW Total Load 1257 lb 1257 lb Bearing Length 0.57 in 0.57 in BEAM DATA Center Span Length 5.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 450 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 457 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1080 psi Cd=1.00 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.1 to Grain: Fc- = 625 psi Fc- L'= 625 psi Controlling Moment: 1728 ft-lb 2.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1257 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: 19.2 in3 49.91 in3 Area(Shear): 10.47 in2 32.38 in2 Moment of Inertia(deflection): 31.58 in4 230.84 in4 Moment: 1728 ft-lb 4492 ft-lb Shear: 1257 lb 3885 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location: M-13 , Mark Stewart Home Design Multi-Loaded Multi-Span Beam `' "I4"" 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 IN x 9.5 IN x 13.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:31 PM Section Adequate By:9.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.31 IN U496 Dead Load 0.01 in Total Load 0.33 IN L/475 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 1625 lb 1625 lb Dead Load 74 lb 74 lb Total Load 1699 lb 1699 lb Bearing Length 0.49 in 0.49 in BEAM DATA Center Span Length 13 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 13 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 250 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch Total Uniform Load 261 plf Base Values Adiusted Bending Stress: Fb= 875 psi Fb'= 875 psi 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 Min.Mod.of Elasticity: Emin= 470 ksi E_min'= 470 ksi Comp.- to Grain: Fc- = 625 psi Fc- = 625 psi Controlling Moment: 5521 ft-lb 6.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1699 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: Read Provided Section Modulus: 75.71 in3 82.73 in3 Area(Shear): 14.99 in2 52.25 in2 Moment of Inertia(deflection): 285.14 in4 392.96 in4 Moment: 5521 ft-lb 6032 ft-Ib Shear: 1699 lb 5922 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location: U-2 = ° , Mark Stewart Home Design Multi Loaded Multi-Span Beam alt iibritt ,,: 22582 SW Main St.#309 of 4. [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 9.25 IN x 3.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 5/10/2017 12:16:32 PM Section Adequate By:294.2% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria:11240 REACTIONS A Live Load 975 lb 975 lb Dead Load 11 lb 11 lb IOW WNW Total Load 986 lb 986 lb Bearing Length 0.45 in 0.45 in r • , BEAM DATA Center 3 ft Span Length 3 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 3 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 650 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 657 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1080 psi Cd=1.00 CF=1.20 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod. of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.J-to Grain: Fc-- = 625 psi Fc-1-'= 625 psi Controlling Moment: 739 ft-lb 1.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -986 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: 8.21 in3 49.91 in3 Area(Shear): 8.21 in2 32.38 in2 Moment of Inertia(deflection): 7.4 in4 230.84 in4 Moment: 739 ft-lb 4492 ft-lb Shear: -986 lb 3885 lb page Project:Austin Roth JT Roth Lot 6 Corbin Mark Stewart Location:M-11 k'`{1s ats., Mark Stewart Home Design Multi-Loaded Multi-Span Beam "ft' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 INx11.875INx5.5FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 5/10/2017 12:16:32 PM Section Adequate By: 126.4% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.03 IN L/2181 Dead Load 0.00 in Total Load 0.03 IN U2162 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: 0240 REACTIONS A Live Load 3514 lb 3478 lb 3 Dead Load 36 lb 36 lb Total Load 3549 lb 3514 lb Bearing Length 1.35 in 1.34 in . • . . BEAM DATA Center 5.5 ft B Span Length 5.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 5.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 650 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 663 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2903 psi Load Number One Two Three Cd=1.00 CF=1.00 Live Load 1445 lb 986 lb 986 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb 0 lb 0 lb Cd=1.00 Location 2 ft 2 ft 4.5 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.1 to Grain: Fc- L= 750 psi Fc--- = 750 psi Controlling Moment: 5765 ft-lb 2.04 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3549 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: 23.83 in3 82.26 in3 Area(Shear): 18.36 in2 41.56 in2 Moment of Inertia(deflection): 80.61 in4 488.41 in4 Moment: 5765 ft-lb 19902 ft-lb Shear: 3549 lb 8035 lb ( 9.41, - c I ‘ , PGr IL, Ii , ..) 111111.11N111........mompurammmea---- —1 P t/,\'''''''/ ..., 1 77 ' ( ..\,1 \\. 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