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Specifications (43) Vit, v•c-1/420,�t k-h1\ C- - • Project:Willow_Windwood Homes_Lot 19 Annand_Beams Page ?.,Judith Souers Location:Beam Nr.01 -Front Porch Beam on Outside of Porch Suntel Design / Roof Beam t 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] • .,w Lake Oswego,OR 97035 3.5 IN x 9.25 IN x 8.5 FT #2-Douglas-Fir-Larch(North)-Wet Use StruCalc Version 9.0.2.5 3/13/2018 9:31:50 AM Section Adequate By:72.3% Controlling Factor:Moment DEFLECTIONS Center .h-r } • I LOADING DIAGRAM Live Load 0.07 IN U1560 Dead Load 0.04 in Total Load 0.11 IN L/924 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria:L/180 REACTIONS A B Live Load 787 lb 787 lb Dead Load 541 lb 541 lb Total Load 1328 lb 1328 lb Bearing Length 0.91 in 0.91 in BEAM DATA Span Length 8.5 ft Unbraced Length-Top 2 ft 8.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 10 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 850 psi Fb'= 1169 psi Tributary Width: TW= 1.5 ft Cd=1.15 CI=1.00 CF=1.20 Side Two: Shear Stress: Fv= 180 psi Fv'= 201 psi Roof Live Load: LL= 30 psf Cd=1.15 Cm=0.97 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi Tributary Width: TW= 4.7 ft Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 522 ksi Cm=0.90 Wall Load: WALL= 0 Comp.-I-to Grain: Fc-1= 625 psi Fc-1'= 419 psi plf Cm=0.67 SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 2822 ft-lb Adjusted Beam Length: Ladj= 8.5 ft 4.25 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 185 plf Controlling Shear: 1328 Ib Beam Uniform Dead Load: wD_adj= 127 plf At support. Total Uniform Load: wT= 312 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 28.98 in3 49.91 in3 Area(Shear): 9.92 in2 32.38 in2 Moment of Inertia(deflection): 44.97 in4 230.84 in4 Moment: 2822 ft-lb 4861 ft-lb Shear: -1328 lb 4334 lb NOTES Project:Willow_Windwood Homes_Lot 19 Annand_Beams page Judith Souers Location: Beam Nr.02-Garage Door Header " Suntel Design Roof Beam 16865 Boones Ferry Rd Suite 201 or [2015 International Building Code(2012 NDS)] .. '' Lake Oswego,OR 97035 5.5 IN x 11.5 IN x 16.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:50 AM Section Adequate By: 123.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.18 IN U1104 Dead Load 0.12 in Total Load 0.30 IN U667 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria:U180 REACTIONS A B Live Load 990 lb 990 lb Dead Load 647 lb 647 lb Total Load 1637 lb 1637 lb Bearing Length 0.48 in 0.48 in BEAM DATA Span Length 16.5 ft Unbraced Length-Top 2 ft 16.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 5 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #1 -Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 1300 psi Fb'= 1492 psi Tributary Width: TW= 2 ft Cd=1.15 CI=1.00 CF=1.00 Side Two: Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Tributary Width: TW= 2 ft Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp. L to Grain: Fc- 1 = 625 psi Fc--L'= 625 psi Wall Load: WALL= 0 plf Controlling Moment: 6753 ft-lb SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 8.25 ft from left support Adjusted Beam Length: Ladj= 16.5 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 13 plf Controlling Shear: -1637 lb Beam Uniform Live Load: wL= 120 plf At support. Beam Uniform Dead Load: wD_adj= 78 plf Created by combining all dead and live loads. Total Uniform Load: wT= 198 plf Comparisons with required sections: Req'd Provided Section Modulus: 54.32 in3 121.23 in3 Area(Shear): 12.56 in2 63.25 in2 Moment of Inertia(deflection): 188 in4 697.07 in4 Moment: 6753 ft-lb 15072 ft-lb Shear: -1637 lb 8244 lb NOTES page P4oject:Willow_Windwood Homes_Lot 19 Annand_Beams Souers Location:Beam Nr.03-Front Porch Beam at Entry ` + Suntel Design Roof Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] .w Lake Oswego,OR 97035 3.5 IN x 9.25 IN x 5.5 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:51 AM Section Adequate By:353.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/6579 Dead Load 0.01 in Total Load 0.02 IN L/4164 Live Load Deflection Criteria:U240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 495 lb 495 lb Dead Load 287 lb 287 lb Total Load 782 lb 782 lb Bearing Length 0.36 in 0.36 in BEAM DATA Span Length 5.5 ft �v.....:� , .. ..n. Unbraced Length-Top 0 ft 5.5 ft Unbraced Length-Bottom 0 ft Roof Pitch 5 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 850 psi Fb'= 1173 psi Tributary Width: TW= 2 ft Cd=1.15 CF=1.20 Side Two: Shear Stress: Fv= 180 psi Fv'= 207 psi Roof Live Load: LL= 30 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Tributary Width: TW= 4 ft Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp.-L to Grain: Fc-1= 625 psi Fc--- = 625 psi Wall Load: WALL= 0 plf Controlling Moment: 1075 ft Ib SLOPE/PITCH ADJUSTED LENGTHS AND LOADS 2.75 ft from left support Adjusted Beam Length: Ladj= 5.5 ft Created by combining all dead and live loads. Beam Self Weight: BSW= 7 plf Controlling Shear: 782 lb Beam Uniform Live Load: wL= 180 plf At support. Beam Uniform Dead Load: wD_adj= 104 plf Created by combining all dead and live loads. Total Uniform Load: wT= 284 plf Comparisons with required sections: Req'd provided Section Modulus: 11 in3 49.91 in3 Area(Shear): 5.67 in2 32.38 in2 Moment of Inertia(deflection): 9.98 in4 230.84 in4 Moment: 1075 ft-lb 4879 ft-lb Shear: 782 lb 4468 lb NOTES Project:Willow_Windwood Homes_Lot 19 Annand_Beams page Judith Souers Location:Beam Nr.04-Front Porch Beam at Garage Side -Suntel Design Multi-Span Roof Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] xi' .t,Lake Oswego,OR 97035 3.5 IN x 9.25 IN x 8.5 FT #2-Douglas-Fir-Larch(North)-Wet Use StruCalc Version 9.0.2.5 3/13/2018 9:31:51 AM Section Adequate By:28.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.09 IN U1141 Dead Load 0.06 in Total Load 0.15 IN U685 Live Load Deflection Criteria:L/240 Total Load Deflection Criteria: L/180 REACTIONS A B Live Load 1154 lb 919 lb Dead Load 762 lb 621 lb Total Load 1916 lb 1540 lb Bearing Length 1.31 in 1.05 in SEAM DATA Center Span Length 8.5 ft .,. ... „ _..� . s. .. .,..� Unbraced Length-Top 0 ft 8.5 ft • Unbraced Length-Bottom 8.5 ft Roof Pitch 10 :12 Roof Duration Factor 1.15 ROOF LOADING Center Notch Depth 0.00 Roof Live Load RLL= 30 psf MATERIAL PROPERTIES Roof Dead Load RDL= 15 psf #2-Douglas-Fir-Larch(North) Roof Tributary Width Side One TW1 = 4.7 ft Base Values Adjusted Roof Tributary Width Side Two TW2= 1.5 ft Bending Stress: Fb= 850 psi Fb'= 1173 psi Wall Load WALL= 0 plf Cd=1.15 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 201 psi Load Number One Cd=1.15 Cm=0.97 Live Load 500 lb Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi Dead Load 300 lb Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 522 ksi Location 2.25 ft Cm=0.90 Comp.1 to Grain: Fc-1= 625 psi Fc-L'= 419 psi BEAM LOADING Quiff Cm=0.67 Total Live Load 185 plf Total Dead Load(Adjusted for Roof Pitch) 120 plf Controlling Moment: 3794 ft-lb Beam Self Weight 7 plf 3.57 Ft from left support of span 2(Center Span) Total Load 312 plf Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1916 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: 38.81 in3 49.91 in3 Area(Shear): 14.31 in2 32.38 in2 Moment of Inertia(deflection): 60.62 in4 230.84 in4 Moment: 3794 ft-lb 4879 ft-lb Shear: 1916 lb 4334 lb NOTES Project:Willow_Windwood Homes_Lot 19 Annand_Beams page Location: Beam Nr.05-CeilingBeam at Garage Judith Sowers / 9 �" Suntel� Design Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] Lake Oswego,OR 97035 6.75 IN x 18.0 IN x 18.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:51 AM Section Adequate By:88.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.23 IN U956 Dead Load 0.15 in Total Load 0.38 IN U578 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 5054 lb 4411 lb Dead Load 3245 lb 2932 lb Total Load 8299 lb 7343 lb Bearing Length 1.89 in 1.67 in TRS TR2 BEAM DATA Center Span Length 18.5 ft Unbraced Length-Top 1.33 ft Unbraced Length-Bottom 18.5 ft 11111111111. Live Load Duration Factor 1.00 Camber Adj.Factor 1 Camber Required 0.15 UNIFORM LOADS Center Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 26 plf 24F-V4-Visually Graded Western Species Total Uniform Load 26 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2271 psi Load Number ne Live Load 1200 lb Cd=1.00 C1=1.00 Cv=0.95 Dead Load 720 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Location 5 ft 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 ne Two Three Four Comp.1 to Grain: Fc-1= 650 psi Fc- = 650 psi Left Live Load 375 plf 320 plf 90 plf 120 plf Left Dead Load 220 plf 210 plf 45 plf 60 plf Controlling Moment: 36607 ft-lb Right Live Load 375 plf 320 plf 90 plf 120 plf 8.51 Ft from left support of span 2(Center Span) Right Dead Load 220 plf 210 plf 45 plf 60 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 5 ft 0 ft 5 ft Controlling Shear: 8299 lb Load End 5 ft 18.5 ft 5 ft 18.5 ft At left support of span 2(Center Span) Load Length 5 ft 13.5 ft 5 ft 13.5 ft Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Read Provided Section Modulus: 193.46 in3 364.5 in3 Area(Shear): 46.97 in2 121.5 in2 Moment of Inertia(deflection): 1362.94 in4 3280.5 in4 Moment: 36607 ft-lb 68970 ft-lb Shear: 8299 lb 21465 lb NOTES Project:Willow_Windwood Homes_Lot 19 Annand_Beams #► page Judith Souers / Location:Beam Nr.06-Ceiling Beam at Garage `�Suntel Design Uniformly Loaded Floor Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] `, Lake Oswego,OR 97035 5.5 IN x 9.5 IN x 9.25 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:51 AM Section Adequate By:24.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN L/883 Dead Load 0.05 in Total Load 0.18 IN U631 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A D Live Load 2220 lb 2220 lb Dead Load 884 lb 884 lb Total Load 3104 lb 3104 lb Bearing Length 0.90 in 0.90 in BEAM DATA Center Span Length 9.25 ft „.:,. .. ....: . . Unbraced Length-Top 1.33 ft 9.25 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #1 -Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 1300 psi Fb'= 1299 psi Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 CI=1.00 CF=1.00 Floor Tributary Width FTW= 8 ft 4 ft Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Min. Mod.of Elasticity: E_min580 ksi E_miL'= 580 ksi Beam Total Live Load: wL= 480 plf Comp. to Grain: Fc- = 625 psi Fc- = 625 psi Beam Total Dead Load: wD= 180 plf Controlling Moment: 7178 ft-lb Beam Self Weight: BSW= 11 plf 4.625 ft from left support Total Maximum Load: wT= 671 plf Created by combining all dead and live loads. Controlling Shear: 3104 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Rea'd Provided Section Modulus: 66.32 in3 82.73 in3 Area(Shear): 27.39 in2 52.25 in2 Moment of Inertia(deflection): 160.24 in4 392.96 in4 Moment: 7178 ft-lb 8954 ft-lb Shear: 3104 lb 5922 lb NOTES page Project:Willow_Windwood Homes_Lot 19 Annand_Beams . Judith Souers Location:Beam Nr.07-Slider Header at Nook Suntel Design / Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] 2-411 Lake Oswego,OR 97035 5.5 IN x 11.5 IN x 6.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:52 AM Section Adequate By:51.2% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/3018 Dead Load 0.02 in Total Load 0.04 IN U1900 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 3028 lb 1572 lb Dead Load 1714 lb 1001 lb TR2 Total Load 4742 lb 2573 lb TR1 TR3 Bearing Length 1.38 in 0.75 in w BEAM DATA Center Span Length 6.5 ft Unbraced Length-Top 0 ft 111111111. Unbraced Length-Bottom 6.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Qpigm MATERIAL PROPERTIES Uniform Live Load 0 plf #1 -Douglas-Fir-Larch(North) Uniform Dead Load 90 plf Base Values Adjusted Beam Self Weight 13 plf Bending Stress: Fb= 1300 psi Fb'= 1300 psi Total Uniform Load 103 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 1400 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 700 Ib Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Location 2 ft Comp.1 to Grain: Fc- 1 = 625 psi Fc-1'= 625 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 6573 ft-lb Load Number One Two Three 2.01 Ft from left support of span 2(Center Span) Left Live Load 570 plf 360 plf 280 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 285 plf 135 plf 105 plf Controlling Shear: 4742 lb Right Live Load 570 plf 360 plf 280 plf At left support of span 2(Center Span) Right Dead Load 285 plf 135 plf 105 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft 0 ft 3 ft Load End 2ft 3ft 6.5ft Comparisons with required sections: Req'd Provided Load Length 2 ft 3 ft 3.5 ft Section Modulus: 60.67 in3 121.23 in3 Area(Shear): 41.84 in2 63.25 in2 Moment of Inertia(deflection): 88.07 in4 697.07 in4 Moment: 6573 ft-lb 13133 ft-lb Shear: 4742 lb 7168 lb NOTES Project:Willow_Windwood Homes Lot 19 Annand_Beams page Judith Souers Location: Beam Nr.08-Rear Patio Roof Beam `Suntel Design / Roof Beam ;16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] ��"' Lake Oswego,OR 97035 3.5 IN x 9.25 IN x 10.0 FT #2-Douglas-Fir-Larch(North)-Wet Use StruCalc Version 9.0.2.5 3/13/2018 9:31:52 AM Section Adequate By:25.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.13 IN U909 Dead Load 0.08 in Total Load 0.21 IN U570 Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 REACTIONS A B Live Load 975 lb 975 lb Dead Load 579 lb 579 lb Total Load 1554 lb 1554 lb Bearing Length 1.06 in 1.06 in BEAM DATA Span Length 10 ft Unbraced Length-Top 0 ft loft Unbraced Length-Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch(North) Roof Live Load: LL= 30 psf Base Values Adjusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 850 psi Fb'= 1173 psi Tributary Width: TW= 1.5 ft Cd=1.15 CF=1.20 Side Two: Shear Stress: Fv= 180 psi Fv'= 201 psi Roof Live Load: LL= 30 psf Cd=1.15 Cm=0.97 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1600 ksi E'= 1440 ksi Tributary Width: TW= 5 ft Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 522 ksi Cm=0.90 Wall Load: WALL= 0 Comp.1 to Grain: Fc- = 625 psi Fc- = 419 psi plf Cm=0.67 SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Controlling Moment: 3886 ft-lb Adjusted Beam Length: Ladj= 10 ft 5.0 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Beam Uniform Live Load: wL= 195 plf Controlling Shear: 1554 Ib Beam Uniform Dead Load: wD_adj= 116 plf At support. Total Uniform Load: wT= 311 plf Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 39.76 in3 49.91 in3 Area(Shear): 11.61 in2 32.38 in2 Moment of Inertia(deflection): 72.85 in4 230.84 in4 Moment: 3886 ft-lb 4879 ft-lb Shear: -1554 lb 4334 lb NOTES Pyoj ect:Willow_Windwood Homes Lot 19 Annand Beams t page — — Judith Souers Location:Beam Nr.09-Header at Grt Rm Suntel Design / Multi-Loaded Multi-Span Beam - 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] '' Lake Oswego,OR 97035 5.5 IN x 9.5 IN x 5.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:52 AM Section Adequate By:42.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/2088 Dead Load 0.02 in Total Load 0.05 IN L/1331 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 2615 lb 1852 lb Dead Load 1490 lb 1108 lb Total Load 4105 lb 2960 lb TRI Bearing Length 1.19 in 0.86 in w BEAM DATA Center Span Length 5.5 ft Unbraced Length-Top 1.33 ft 111111 Unbraced Length-Bottom 5.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 280 plf #1 -Douglas-Fir-Larch(North) Uniform Dead Load 195 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 1300 psi Fb'= 1299 psi Total Uniform Load 486 plf Cd=1.00 C1=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 1400 lb Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Dead Load 700 lb Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Location 2.75 ft Comp. L to Grain: Fc-1= 625 psi Fc--- = 625 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 6300 ft-lb Load Number One 2.75 Ft from left support of span 2(Center Span) Left Live Load 555 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 278 plf Controlling Shear: 4105 lb Right Live Load 555 plf At left support of span 2(Center Span) Right Dead Load 278 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft Load End 2.75 ft Comparisons with required sections: Read Provided Load Length 2.75 ft Section Modulus: 58.22 in3 82.73 in3 Area(Shear): 36.22 in2 52.25 in2 Moment of Inertia(deflection): 70.85 in4 392.96 in4 Moment: 6300 ft-lb 8954 ft-lb Shear: 4105 lb 5922 lb NOTES fe page Pypject:Willow_Windwood Homes_Lot 19 Annand_Beams Judith Souers Location: Beam Nr. 10-Header at Grt Rm Suntel Design / Multi-Loaded Multi-Span Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] . ,,Lake Oswego,OR 97035 3.5 IN x 11.25 IN x 5.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:53 AM Section Adequate By:25.9% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/4342 Dead Load 0.01 in Total Load 0.02 IN U2666 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A U Live Load 2385 lb 1016 lb Dead Load 1367 lb 682 lb Total Load 3752 lb 1698 lb TRI Bearing Length 1.72 in 0.78 in BEAM DATA Center Span Length 5.5 ft t �... . .... :..... ....... >.n Unbraced Length-Top 1.33 ft Unbraced Length-Bottom 5.5 ft11111111 .11 Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 280 plf #1 -Douglas-Fir-Larch(North) Uniform Dead Load 195 plf Base Values Adjusted Beam Self Weight 8 plf Bending Stress: Fb= 850 psi Fb'= 933 psi Total Uniform Load 483 plf Cd=1.00 C1=1.00 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 1400 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 700 lb Min. Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Location 0.83 ft Comp.-L to Grain: Fc- L= 625 psi Fc- = 625 psi TRAPEZOIDAL LOADS-CENTER SPAN Controlling Moment: 2984 ft-lb Load Number One 1.98 Ft from left support of span 2(Center Span) Left Live Load 555 plf Created by combining all dead loads and live loads on span(s)2 Left Dead Load 278 plf Controlling Shear: 3752 lb Right Live Load 555 plf At left support of span 2(Center Span) Right Dead Load 278 plf Created by combining all dead loads and live loads on span(s)2 Load Start 0 ft Load End 0.83 ft Comparisons with required sections: Read Provided Load Length 0.83 ft Section Modulus: 38.37 in3 73.83 in3 Area(Shear): 31.26 in2 39.38 in2 Moment of Inertia(deflection): 37.38 in4 415.28 in4 Moment: 2984 ft-lb 5740 ft-lb Shear: 3752 lb 4725 lb NOTES Project:Willow Windwood Homes_Lot 19 Annand_Beams page Judith Souers Location: Beam Nr. 11 -Front Porch Deck Beam ' Suntel Design / Uniformly Loaded Floor Beam 16865 Boones Ferry Rd Suite 201 of [2015 International Building Code(2012 NDS)] "` Lake Oswego,OR 97035 3.5 IN x 9.25 IN x 9.33 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.2.5 3/13/2018 9:31:53 AM Section Inadequate By: Infinity%, Controlling Factor:Shear/Depth Required Infinity In. PEFLECTIONS LOADING DIAGRAM Live Load Dead Load Total Load Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1260 lb 1260 Ib Dead Load 210 lb 210 lb Total Load 1470 lb 1470 lb Bearing Length Infinity in Infinity in BEAM DATA Center , <. Span Length 9.33 ft ., ......r. _..... . . ... .. .�r .... .,�. ,.. ..._.,. ....._ ,.� h.,=� Unbraced Length-Top 0 ft 9.33 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= 60 psf 60 psf Bending Stress: Fb= 0 psi Fb'= 0 psi Floor Dead Load FDL= 10 psf 10 psf Cd=1.00 CF=1.20 Floor Tributary Width FTW= 0.5 ft 4 ft Shear Stress: Fv= 0 psi Fv'= 0 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 0 ksi E'= 0 ksi BEAM LOADING Comp.-t-to Grain: Fc-1= 0 psi Fc-1'= 0 psi Beam Total Live Load: wL= 270 plf Controlling Moment: 3428 ft-lb Beam Total Dead Load: wD= 45 plf 4.665 ft from left support Beam Self Weight: BSW= 0 plf Total Maximum Load: wT= 315 plf Created by combining all dead and live loads. Controlling Shear: -1469 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: Infinity in3 49.91 in3 Area(Shear): Infinity in2 32.38 in2 Moment of Inertia(deflection): 0 in4 230.84 in4 Moment: 3428 ft-lb 0 ft-lb Shear: -1469 lb 0 lb NOTES