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Specifications (4) • •• •• •• • • • • •• } Project Arlington D_Biggi Const_Lot 7 Oak Woodstr= • • • • • page '• • • Kudrna •• : : : : / Location:Beam Nr.12-Deck Beam _ . •Srntel Desagn • • . •• Uniformly Loaded Floor Beam . 4�* '`" 16865 Boones Ferry Rd or [2015 International Residential Code(2015 NDS)] Lake Oswego,Oregon 97035 3.51Nx9.25INx10.OFT • -•• g ••• • #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 30.b.1:6 • • .• : t(iaJ201$10.'ID"40 AM Section Adequate By:20.1% • . . . . • • • • • • Controlling Factor:Moment • • • • 00* • DEFLECTIONS Center LOADING DIAGRAM Live Load 0.12 IN U985 • • • • • • •• •• Dead Load 0.05 in . Total Load 0.17 IN L/699 00* ••• •• • • Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 • • • • REACTIONS A Live Load 1000 lb 1000 lb Dead Load 409 lb 409 lb Total Load 1409 lb 1409 lb Bearing Length 0.64 in 0.64 in BEAM DATA Center Span Length 10 ft Unbraced Length-Top 2 ft 4 "ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 0 psf Bending Stress: Fb= 850 psi Fb'= 1017 psi Floor Dead Load FDL= 15 psf 0 psf Cd=1.00 CI=1.00 CF=1.20 Floor Tributary Width FTW= 5 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Comp. to Grain: Fc-- = 625 psi Fc-1'= 625 psi SEAM LOADING Beam Total Live Load: wL= 200 plf Controlling Moment: 3523 ft-lb Beam Total Dead Load: wD= 75 plf 5.0 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Total Maximum Load: wT= 282 plf Controlling Shear: 1212 lb At a distance d from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd provided Section Modulus: 41.57 in3 49.91 in3 Area(Shear): 10.1 in2 32.38 in2 Moment of Inertia(deflection): 84.36 in4 230.84 in4 Moment: 3523 ft-lb 4230 ft-lb Shear: 1212 lb 3885 lb J1OTES \nsT — vC UC1I i Sum \ Cs --t-- G° 1 • •• 0• •• • • • • •• 4 ,::Avery C_Biggi ConstructionOak Woods • • •• •• • • • • • • page .ration:Beam Nr. 11 a-Rear Deck Beam ? Qh Kuddta ;'• . S • S Multi-Span Floor Beam SuRtel'Desig'h • • • •• [2012 International Building Code(2012 NDS)] -hi-v, „, 16865 Boones Ferry Rd 4of 3.5 IN x 12.0 IN x 15.25 FT(2.2+13) ti La�e Owego,Ormin 97035 • • 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 12.0M.6 Section Adequate By:27.5% • • • • • • • ' •• • 1=18f201.7:3 'IAM • • • • • • • • • • ••• ••• •• Controlling Factor:Deflection PEFLECTIONS Left Center LOADING DIAGRAM Live Load -0.12 IN 2L/458 0.21 IN L/734 ,•• ••• • • Si •• Dead Load -0.02 in 0.04 in •• • • • Total Load -0.14 IN 2U392 0.25 IN L/621 • •• ••• ••• •• • • • • Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 • '•• • • REACTIONS A B Live Load 2683 lb 1950 lb Dead Load 529 lb 373 lb Total Load 3212 lb 2323 lb Bearing Length 1.41 in 1.02 in BEAM DATA Left Center Span Length 2.25 ft 13 ft Unbraced Length-Top O ft O ft --2.25 ft Unbraced Length-Bottom 0 ft 13 ft 13 n _ Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING ) Center 24F-V4-Visually Graded Western Species Floor Live Load FLL= 60 psf 60 psf Floor Dead Load FDL= 10 psf 10 psf Base Values Adjusted Floor Tributary Width Side One TW1= 5 ft 5 ft Bending Stress: Fb= 2400 psi Controlled by: Floor Tributary Width Side Two TW2= 0 ft 0 ft Fb_cmpr= 1850 psi Fb'= 2400 psi Wall Load WALL= 0 plf 0 plf Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi BEAM LOADING ), Center Cd=1.00 Reduced Floor Live Load 60 psf 60 psf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Total Live Load 300 plf 300 plf Comp.-I-to Grain: Fc- I-= 650 psi Fc--i-'= 650 psi Total Dead Load 50 plf 50 plf Beam Self Weight 9 plf 9 plf Controlling Moment: 7511 ft-lb Total Load 359 plf 359 plf 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: 2077 lb At a distance d from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)1,2 Comparisons with required sections: Req'd Provided Section Modulus: 37.56 in3 84 in3 Area(Shear): 11.76 in2 42 in2 Moment of Inertia(deflection): 395.42 in4 504 in4 Moment: 7511 ft-lb 16800 ft-lb Shear: 2077 lb 7420 lb NOTES Ups 4 •• •• •• • • • • •• • • • • w • • • • • • • • page ,very C_Biggi Construction ak Woods Kei• l•K•drna v.• ••• • • • •• ,on:Beam Nr.11 -Rear Deck Beam Suritel�)esign : : • ••• •• / ,rormly Loaded Floor Beam 16865 Boones Ferry Rd a 42012 International Building Code(2012 NDS)] ""` r�. 9�, Lake Oswego,Oregon 97035 3.5 IN x 11.25 IN x 9.5 FT •—•-•-•--•-•• • • • #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 10.0.1.6: • • • ••418k048 7:,3:18 E111A Section Adequate By:42.3% • • • • • • •• •• • • • Controlling Factor:Moment • • • * ••• • DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN L/1378 000 ••• • • •• •• • • Dead Load 0.02 in • • • Total Load 0.10 IN L/1154 • • ••• ••• •• • • • • Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 • ••• • • REACTIONS A Live Load 1425 lb 1425 lb Dead Load 277 lb 277 lb Total Load 1702 lb 1702 lb Bearing Length 0.78 in 0.78 in BEAM DATA Center 777 Span Length 9.5 ft �r�_..n�� ._ ; . , . Unbraced Length-Top 0 ft 9.5 a Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 60 psf 0 psf Bending Stress: Fb= 850 psi Fb'= 935 psi Floor Dead Load FDL= 10 psf 0 psf Cd=1.00 CF=1.10 Floor Tributary Width FTW= 5 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi EAM LOADING Comp.-I-to Grain: Fc- = 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 300 plf Controlling Moment: 4043 ft-lb Beam Total Dead Load: wD= 50 plf 4.75 ft from left support Beam Self Weight: BSW= 8 plf Created by combining all dead and live loads. Total Maximum Load: wT= 358 plf Controlling Shear: -1396 lb At a distanced from support. Created by combining all dead and live loads. Comparisons with required sections: Req'd provided Section Modulus: 51.89 in3 73.83 in3 Area(Shear): 11.63 in2 39.38 in2 Moment of Inertia(deflection): 108.49 in4 415.28 in4 Moment: 4043 ft-lb 5752 ft-lb Shear: -1396 lb 4725 lb NOTES