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Specifications (46) li X10 MASSIE HOME DESIGN � � r� •11,4'x. L_A APR 13 201 CT BEAM SPECIFICATIONS AND CALCULATIONS FOR Plan 2239 Date:::$40(445 C�� •O Oq vo ^ O Chdit4Xrr{capRe val, LLC. 400 Prot dress: 6810 SW Walnut Terrace Tigard, Or. 97223 500 NW 2079 ST STE. 203. • GRESHAM, OREGON • 97030 PHONE: 503 663 1100 • E-MAIL: BRIAN@MASSIEHD.COM • Project:2239 4 Page Brian Massie l Location:(A)BEAM BETWEEN DINING&KITCHEN Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 [2012 International Residential Code(2015 NDS)] IIS:' Gresham Or 97030 503-663-1100 5.5 IN x 12.0 IN x 13.75 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:02 AM Section Adequate By:8.4% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.36 IN U460 Dead Load 0.22 in Total Load 0.58 IN L/284 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 4367 lb 4367 lb Dead Load 2719 lb 2719 lb Total Load 7086 lb 7086 lb Bearing Length 1.98 in 1.98 in TR2 BEAM DATA Center Span Length 13.75 ft Unbraced Length-Top 0 ft A 1175 n — - Unbraced Length-Bottom 13.75 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1.5 Camber Required 0.33 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 14 plf 24F-V4-Visually Graded Western Species Total Uniform Load 14 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2400 psi Load Number Qat Fb Live Load 156.3 plf 479 plf Left Dead Load 93.8 plf 287.4 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 156.3 plf 479 plf Cd=1.00 Right Dead Load 93.8 plf 287.4 plf Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Start 0 ft 0 ft Comp.--to Grain: Fc--L= 650 psi Fc- = 650 psi Load End 13.75 ft 13.75 ft Controlling Moment: 24359 ft-lb Load Length 13.75 ft 13.75 ft 6.88 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 7086 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: 121.79 in3 132 in3 Area(Shear): 40.11 in2 66 in2 Moment of Inertia(deflection): 669.75 in4 792 in4 Moment: 24359 ft-lb 26400 ft-lb Shear: 7086 lb 11660 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page - Bnan Massie Z Location:(B)BEAM ABOVE HALL 1/2 BATH AT MAIN LEVEL �- Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 of 1 [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 5.5 IN x 9.5 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:03 AM Section Adequate By:70.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN 112828 Dead Load 0.01 in Total Load 0.04 IN 111746 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 1558 lb 1659 lb Dead Load 966 lb 1027 lb Total Load 2524 lb 2686 lb Bearing Length 0.73 in 0.78 in BEAM DATA Center -! Span Length 5.5 ft j Unbraced Length-Top 0 ft A 5.5 ft Unbraced Length-Bottom 5.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 11 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 11 plf Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One Two Tree Cd=1.00 Left Live Load 183.3 plf 373 plf 452 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Left Dead Load 110 plf 223.8 plf 271.2 pif Comp.1 to Grain: Fc-1= 625 psi Fc--1-'= 625 psi Right Live Load 183.3 plf 373 plf 452 plf Controlling Moment: 3536 ftIb Right Dead Load 110 plf 223.8 plf 271.2 plf 2.81 Ft from left support of span 2(Center Span) Load Start 0 ft 0 ft 5.5 ft Load End 5.5 ft 3.5 ft 5.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 5.5 ft 3.5 ft 2 ft Controlling Shear: -2685 lb 6.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 48.49 in3 82.73 in3 Area(Shear): 23.7 in2 52.25 in2 Moment of Inertia(deflection): 54,01 in4 392.96 in4 Moment: 3536 ft-lb 6032 ft-lb Shear: -2685 lb 5922 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 4 Page -- ` Brian Massie Location:(C)BEAM BETWEEN LIVING RM.&FOYER .r4 Massie Home Design Multi-Loaded Multi-Span Beam 4100' '' 500 NW 20th St Ste 203 or 11 [2012 International Residential Code(2015 NDS)j Typ '" -, Gresham Or 97030 503-663-1100 5.5 IN x 11.5 IN x 9.58 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:03 AM Section Adequate By:37.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1584 Dead Load 0.05 in Total Load 0.12 IN 0966 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 1557 lb 2016 lb Dead Load 1000 lb 1275 lb _ Total Load 2557 lb 3291 lb Bearing Length 0.74 in 0.96 in i 1 BEAM DATA Center Span Length 9.58 ft Unbraced Length-Top 0 ft A 9.58 ft B Unbraced Length-Bottom 9.58 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 14 plf Bending Stress: Fb= 875 psi Fb'= 875 psi Total Uniform Load 14 plf Cd=1,00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number One Two Three Gd=9.00 Left Live Load 225 plf 83.3 pit 331.3 plf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Left Dead Load 135 plf 50 plf 198.8 plf Comp.-I-to Grain: Fc- L= 625 psi Fc-1'= 625 psi Right Live Load 225 plf 83.3 plf 331.3 plf Controlling Moment: 6452 ft-lb Right Dead Load 135 plf 50 plf 198.8 plf Load Start O ft O ft 7.08 ft 5.08 Ft from left support of span 2(Center Span) Load End 9.58 ft 7.08 ft 9.58 ft Created by combining all dead loads and live loads on span(s)2 Load Length 9.58 ft 7.08 ft 2.5 ft Controlling Shear: -3291 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: 88.48 in3 121.23 in3 Area(Shear): 29.04 in2 63.25 in2 Moment of Inertia(deflection): 173.12 in4 697,07 in4 Moment: 6452 ft-lb 8840 ft-lb Shear: -3291 lb 7168 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Page Project:2239 It- -- $Brian Massie Location:(D)BEAM BETWEEN FOYER&HALL Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 \1 [2012 International Residential Code(2015 NDS)] ;:.`°.�;„ Gresham Or 97030 503-663-1100 5.5 IN x 7.5 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:03 AM Section Adequate By:59.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN 02651 Dead Load 0.02 in Total Load 0.04 IN U1505 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 836 lb 836 lb Dead Load 636 lb 636 lb Total Load 1472 lb 1472 lb Bearing Length 0.43 in 0.43 in BEAM DATA Center Span Length 5.5 ft Unbraced Length-Top 0 ft A 5.5 ft Unbraced Length-Bottom 5.5 ft CS Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb= 750 psi Fb'= 750 psi Total Uniform Load 9 plf Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 170 psi Fv'= 170 psi Load Number Two Three Four Cd=1.00 Left Live Load 83.3 plf 66.8 plf 154 plf 0 plf Modulus of Elasticity: E= 1300 ksi E= 1300 ksi Left Dead Load 50 plf 40.1 plf 92.4 plf 40.1 plf Comp.-I-to Grain: Fc- = 625 psi Fc- L'= 625 psi Right Live Load 83.3 plf 66.8 plf 154 plf 0 plf Controlling Moment: 2024 ft-lb Right Dead Load 50 plf 40.1 plf 92.4 plf 40.1 plf 2.75 Ft from left support of span 2(Center Span) Load Start 0 ft 0 ft 0 ft 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 5.5 ft 5.5 ft 5.5 ft 5.5 ft Controlling Shear 1472 lb Load Length 5.5 ft 5.5 ft 5.5 ft 5.5 ft 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: Rea'd Provided Section Modulus: 32.39 in3 51.56 in3 Area(Shear): 12.99 in2 41.25 in2 Moment of Inertia(deflection): 30.83 in4 193.36 in4 Moment: 2024 ft-lb 3223 ft-lb Shear: 1472 lb 4675 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page ,— Brian Massie Location:(E)BEAM ABOVE STAIRS AT MAIN LEVEL sflitit Massie Home Design Multi-Loaded Multi-Span Beam . ,:��"` 500 NW 20th St Ste 203 of 11 [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 3.5 IN x 7.25 IN x 5.42 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:03 AM Section Adequate By: 1508.6% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN Ulnfinity Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 0 lb 0 lb Dead Load 123 lb 123 lb Total Load 123 lb 123 lb Bearing Length 0.06 in 0.06 in BEAM DATA Center _• x.Span Length 5.42 ft Unbraced Length-Top 0 ft A 9.42 ft Unbraced Length-Bottom 5.42 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb= 900 psi Fb'= 1053 psi Total Uniform Load 6 plf Cd=0.90 CF=1.30 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 162 psi Load Number One Cd=0.90 Left Live Load 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Dead Load 40.1 Of Comp.-L to Grain: Fc-1 = 625 psi Fc--I-'= 625 psi Right Live Load 0 plf Controlling Moment: 167 ft-lb Right Dead Load 40.1 plf 2.71 Ft from left support of span 2(Center Span) Load Start 0 ft Created by dead loads only on all span(s). Load End 5.42 ft Controlling Shear: -123 lb Load Length 5.42 ft At right support of span 2(Center Span) Created by dead loads only on all span(s). Comparisons with required sections: Req'd Provided Section Modulus: 1.91 in3 30.66 in3 Area(Shear): 1.14 in2 25.38 in2 Moment of Inertia(deflection): 2.04 in4 111.15 in4 Moment: 167 ft-lb 2691 ft-lb Shear: -123 lb 2741 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 P Brian Massie Location:(F)BEAM ABOVE GARAGEsilt* Massie Home Design Uniformly Loaded Floor Beam - 500 NW 20th St Ste 203 or (, [2012 International Residential Code(2015 NDS)] ,:' Gresham Or 97030 503-663-1100 (2)1.5 IN x 11.25 IN x 3.08 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:03 AM Section Adequate By: 1801.3% Controlling Factor:Shear CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM 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:U240 REACTIONS A Live Load 92 lb 92 lb Dead Load 121 lb 121 lb Total Load 213 lb 213 lb Bearing Length 0.11 in 0.11 in BEAM DATA Center , Span Length 3.08 ft Unbraced Length-Top 0 ft A 3.08 ft Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 900 psi Fb'= 900 psi Floor Dead Load FDL= 10 psf 10 psf Cd=1.00 CF=1.00 Floor Tributary Width FTW= 1.5 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 56 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp.-I-to Grain: Fc- L= 625 psi Fc--L'= 625 psi Beam Total Live Load: wL= 60 plf Controlling Moment: 164 ft Ib Beam Total Dead Load: wD= 71 plf 1.54 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Total Maximum Load: wT= 138 plf Controlling Shear: 213 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Rend Provided Section Modulus: 2.19 in3 63.28 in3 Area(Shear): 1.78 in2 33.75 in2 Moment of Inertia(deflection): 1.14 in4 355.96 in4 Moment: 164 ft-lb 4746 ft-lb Shear: 213 lb 4050 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page Brian Massie Location:(G)BEAM ABOVE GARAGE Massie Home Design y Multi-Loaded Multi-Span Beam No...-- 500 NW 20th St Ste 203 o [2012 International Residential Code(2015 NDS)] <F'_ _ Gresham Or 97030 503-663-1100 3.5 IN x 11.25 IN x 7.92 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:04 AM Section Adequate By:426.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/7627 Dead Load 0.01 in Total Load 0.02 IN[/4966 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A B I Live Load 320 lb 360 lb Dead Load 175 lb 161 lb Total Load 495 lb 521 lb Bearing Length 0.23 in 0.24 in BEAM DATA Center 1 Span Length 7.92 ft Unbraced Length-Top O ft A 7 .92 n B Unbraced Length-Bottom 7.92 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb= 900 psi Fb'= 990 psi Total Uniform Load 9 plf Cd=9.00 CF=1.10 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 92 Ib Modulus of Elasticity: E= 1600 ksi E.= 1600 ksi Dead Load 121 lb Comp.1 to Grain: Fc--1-= 625 psi Fc-12= 625 psi Location 3 ft Controlling Moment: 1158 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.48 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 26.8 plf 60 plf 26.8 plf Controlling Shear: -521 lb Left Dead Load 6.7 plf 15 plf 6.7 plf 8.0 Ft from left support of span 2(Center Span) Right Live Load 26.8 plf 60 plf 26.8 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 6,7 plf 15 plf 6.7 plf Load Start Oft 3 ft O ft Comparisons with required sections: Read Provided Load End 3 ft 7.92 ft 7.92 ft Section Modulus: 14.03 in3 73.83 in3 Load Length 3 ft 4.92 ft 7.92 ft Area(Shear): 4.34 in2 39.38 in2 Moment of Inertia(deflection): 20.07 in4 415.28 in4 Moment: 1158 ft-lb 6091 ft-lb Shear: -521 lb 4725 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page — — Brian Massie Location:(H)BEAM ABOVE GARAGE STAIR RAILING SWitik Massie Home Design Uniformly Loaded Floor Beam y'- 500 NW 20th St Ste 203 of [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 (2)1.5 IN x 11.25 IN x 1.92 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:04 AM Section Adequate By: 1555.6% Controlling Factor:Shear CAUTIONS Laminations are to be fully connected to provide uniform transfer of loads to all members 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:U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 147 lb 147 lb Dead Load 98 lb 98 lb Total Load 245 lb 245 lb Bearing Length 0.13 in 0.13 in BEAM DATA Center Span Length 1.92 ft i,�2ft Unbraced Length-Top 0 ft A Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 900 psi Fb'= 900 psi Floor Dead Load FDL= 10 psf 10 psf Cd=1.00 CF=9.00 Floor Tributary Width FTW= 3.8 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.04 Wall Load WALL= 56 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp..-I-to Grain: Fc- = 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 153 plf Controlling Moment: 117 ft-lb Beam Total Dead Load: wD= 94 plf 0.96 ft from left support Beam Self Weight: BSW= 7 plf Created by combining all dead and live loads. Total Maximum Load: wT= 255 plf Controlling Shear: -245 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 1.57 in3 63.28 in3 Area(Shear): 2.04 in2 33.75 in2 Moment of Inertia(deflection): 0.51 in4 355.96 in4 Moment: 117 ft-lb 4746 ft-lb Shear: -245 lb 4050 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page Brian Massie Location:(J)BEAM ABOVE STAIRS suit* Massie Home Design Multi-Loaded Multi-Span Beam ` 500 NW 20th St Ste 203 of 11 [2012 International Residential Code(2015 NDS)] = Gresham Or 97030 503-663-1100 (2)1.5 IN x 11.25 IN x 11.83 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/512016 11:13:04 AM Section Adequate By: 146.1% Controlling Factor:Moment CAUTIONS *Laminations are to be fully connected to provide uniform transfer of loads to all members DEFLECTIONS Center LOADING DIAGRAM Live Load 0.05 IN U2870 Dead Load 0.03 in Total Load 0.08 IN U1699 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B 1 Live Load 328 lb 348 lb Dead Load 349 lb 187 lb Total Load 677 lb 535 lb Bearing Length 0.36 in 0.29 in BEAM DATA Center Span Length 11.83 ft Unbraced Length-Top 0 ft A 11.83ft Unbraced Length-Bottom 11.83 ft Live Load Duration Factor 1,00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 900 psi Total Uniform Load 7 plf Cd-1.00 CF=1.00 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 147 Ib Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 98 Ib Comp.1 to Grain: Fc--1-= 625 psi Fc-1'= 625 psi Location 3.92 ft Controlling Moment: 1928 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 4.61 Ft from left support of span 2(Center Span) Load Number One Two Three Created by combining all dead loads and live loads on span(s)2 Left Live Load 0 plf 26.8 plf 26.8 plf Controlling Shear: 677 lb Left Dead Load 56 plf 6.7 plf 6.7 plf At left support of span 2(Center Span) Right Live Load 0 plf 26.8 plf 26.8 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 56 plf 6.7 plf 6.7 plf Load Start O ft 3.92 ft 0 ft Comparisons with required sections: Req'd Provided Load End 3.92 ft 11.83 ft 11.83 ft Section Modulus: 25.71 in3 63.28 in3 Load Length 3.92 ft 7.91 ft 11.83 ft Area(Shear): 5.64 in2 33.75 in2 Moment of Inertia(deflection): 50.29 in4 355.96 in4 Moment: 1928 ft-lb 4746 ft-lb Shear: 677 lb 4050 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Page Project:2239 jls. - 1 Brian Massie Location:(K)BEAM ABOVE STORAGE AT BACK OF GARAGE ' 4v Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 of �1 [2012 International Residential Code(2015 NDS)] :::': a Gresham Or 97030 503-663-1100 3.5 IN x 11.5 IN x 11.67 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:04 AM Section Adequate By:2.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.10 IN IJ1415 Dead Load 0.12 in Total Load 0.21 IN L/653 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 982 lb 982 lb Dead Load 1146 lb 1146 lb Total Load 2128 lb 2128 lb Bearing Length 0.97 in 0.97 in BEAM DATA Center Span Length 11.67 ft Unbraced Length-Top 0 ftA 11.67 ft Unbraced Length-Bottom 11.67 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 96 plf Base Values Adjusted Beam Self Weight 9 plf Bending Stress: Fb= 900 psi Fb'= 990 psi Total Uniform Load 105 plf Cd=1.00 CF=1.10 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Two Three Four Cd=1.00 Left Live Load 37.5 plf 79 plf 26.8 plf 25 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Dead Load 22.5 plf 47.4 plf 6.7 plf 15 plf Comp.-1-to Grain: Fc-I= 625 psi Fc-1'= 625 psi Right Live Load 37.5 plf 79 plf 26.8 plf 25 plf Right Dead Load 22.5 plf 47.4 plf 6.7 plf 15 plf Controlling Moment: 6207 ft-lb Load Start 5.84 Ft from left support of span 2(Center Span) Load Enndd0 ft 0 ft 0 ft 0 ft 11.67 ft 11.67 ft 11.67 ft 11S7 ft Created by combining all dead loads and live loads on span(s)2 Load Length 11.67 ft 11.67 ft 11.67 ft 11.67 ft Controlling Shear: -2128 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: Req'd Provided Section Modulus: 75.24 in3 77.15 in3 Area(Shear): 17.73 in2 40.25 in2 Moment of Inertia(deflection): 162.96 in4 443.59 in4 Moment: 6207 ft-lb 6365 ft-lb Shear: -2128 lb 4830 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Pace Project:2239 ( - Brian Massie Location:(L)GARAGE DOOR HEADER 4 Massie Home Design Multi-Loaded Multi-Span Beam "' 500 NW 20th St Ste 203 of 1 1 [2012 International Residential Code(2015 NDS)] 1 ;":. : Gresham Or 97030 503-663-1100 5.5 IN x 13.5 IN x 16.58 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:04 AM Section Adequate By: 16.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.42 IN U478 Dead Load 0.28 in Total Load 0.70 IN L/285 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 4118 lb 4118 lb Dead Load 2787 lb 2787 lb . Total Load 6905 lb 6905 lb Bearing Length 1.93 in 1.93 in BEAM DATA Center ;. ;: Span Length 16.58 ft Unbraced Length-Top 0 ft 18.58 ff Unbraced Length-Bottom 16.58 ft Live Load Duration Factor 1.00 Camber Adj.Factor 1 UNIFORM LOADS Center Camber Required 0.28 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 120 plf MATERIAL PROPERTIES Beam Self Weight 16 plf 24F-V4-Visually Graded Western Species Total Uniform Load 136 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Three Four Fb_cmpr= 1850 psi Fb'= 2400 psi Left Live Load 66.8 plf 80 plf 200 plf 150 plf Cd=1.00 Left Dead Load 40.1 plf 20 plf 50 plf 90 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 66.8 Of 80 pit 200 plf 150 plf Gd=1.00 Right Dead Load 40.1 plf 20 plf 50 plf 90 plf Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Load Start 0 ft 0 ft 0 ft 0 ft Comp.-I-to Grain: Fc-1= 650 psi Fc-1'= 650 psi Load End 16.58 ft 16.58 ft 16.58 ft 16.58 ft Controlling Moment: 28620 ftIb Load Length 16.58 ft 16.58 ft 16.58 ft 16.58 ft 8.29 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -6905 lb 17.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 143.1 in3 167.06 in3 Area(Shear): 39.08 in2 74.25 in2 Moment of Inertia(deflection): 948.89 in4 1127.67 in4 Moment: 28620 ft-lb 33413 ft-lb Shear: -6905 lb 13118 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239s Pagew- ----- "'Brian Massie Location:(M)BEAM ABOVE GARAGE y; Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 of I 1 [2012 International Residential Code(2015 NDS)] gr;;;'-'n.: .„,, Gresham Or 97030 503-663-1100 6.75 IN x 16.5 IN x 20.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:05 AM Section Adequate By:4.5% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.65 IN 1/381 Dead Load 0.27 in Total Load 0.92 IN L/267 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:0240 REACTIONS A B Live Load 7585 lb 7585 lb Dead Load 3220 lb 3220 lb ,T-" Total Load 10805 lb 10805 lb -' Bearing Length 2.46 in 2.46 in BEAM DATA Center Span Length 20.5 ft Unbraced Length-Top 0 ft a 20.5 ft Unbraced Length-Bottom 20.5 ft rs Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.27 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 24 plf 24F-V4-Visually Graded Western Species Total Uniform Load 24 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Fb cmpr= 1850 psi Fb'= 22 7 Load Number ang Two Three Four p p 6 psi Left Live Load 200 plf 150 plf 240 plf 150 plf Cd=1.00 Cv=0.94 Left Dead Load 50 plf 90 plf 60 plf 90 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Right Live Load 200 plf 150 plf 240 plf 150 plf Cd=1.00 Right Dead Load 50 plf 90 plf 60 plf 90 plf Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Load Start 0 ft 0 ft 0 ft 0 ft Comp.-I-to Grain: Fc-1= 650 psi Fc--I-'= 650 psi Load End 20.5 ft 20.5 ft 20.5 ft 20.5 ft Controlling Moment: 55375 ft-lb Load Length 20.5 ft 20.5 ft 20.5 ft 20.5 ft 10.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -10805 lb 20.0 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: 293.11 in3 306.28 in3 Area(Shear): 61.16 in2 111.38 in2 Moment of Inertia(deflection): 2390.31 in4 2526.82 in4 Moment: 55375 ft-lb 57864 ft-lb Shear: -10805 lb 19676 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY (±0 sY-IPPEn ori P>SKQoE Project:2239 page - Brian Massie 19 Location:(0)BEAM AT FOUNDATION UNDER HALL BATH AREAspit* Massie Home Design Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 or 11 [2012 International Residential Code(2015 NDS)] =: Gresham Or 97030 503-663-1100 3.5 IN x 9.25 IN x 8.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:05 AM Section Adequate By:60.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.07 IN U1426 Dead Load 0.01 in Total Load 0.08 IN 01177 Live Load Deflection Criteria:0360 Total Load Deflection Criteria:0240 REACTIONS A Live Load 1100 lb 651 lb Dead Load 210 lb 160 lb Total Load 1310 lb 811 lb Bearing Length 0.60 in 0.37 in 2 BEAM DATA Center Span Length 8 ft Unbraced Length-Top O ft A art Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1080 psi Total Uniform Load 7 plf Cd=1.00 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Two Three Cd=1.00 Live Load 898.2 lb 426.6 lb 426.6 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 99.8 lb 106.6 lb 106.6 lb Comp.-I-to Grain: Fc- l = 625 psi Fc--- = 625 psi Location 2 ft 2.67 ft 5.33 ft Controlling Moment: 2795 ft-lb 2.64 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1310 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: 31.05 in3 49.91 in3 Area(Shear): 10.91 in2 32.38 in2 Moment of Inertia(deflection): 58.29 in4 230.84 in4 Moment: 2795 ft-lb 4492 ft-lb Shear: 1310 lb 3885 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page -- Brian Massie _I Location:(P)BEAM AT FOUNDATION UNDER FIREPLACE AREA pi t" Massie Home Design Uniformly Loaded Floor Beam 500 NW 20th St Ste 203 or [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 3.5 IN x 9.25 IN x 5.16 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:05 AM Section Adequate By:513.4% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN UMAX Dead Load 0.00 in Total Load 0.01 IN U6518 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 310 lb 310 lb Dead Load 258 lb 258 lb Total Load 568 lb 568 lb Bearing Length 0.26 in 0.26 in BEAM DATA Center Span Length 5.16 ft Unbraced Length-Top 0 ft A 5.16n B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 40 psf 40 psf Bending Stress: Fb= 900 psi Fb'= 1080 psi Floor Dead Load FDL= 10 psf 10 psf Cd=1.00 CF=1.20 Floor Tributary Width FTW= 2 ft 1 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 63 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi BEAM LOADING Comp.-I-to Grain: Fc--I-= 625 psi Fc-1'= 625 psi Beam Total Live Load: wL= 120 plf Controlling Moment: 732 ft-lb Beam Total Dead Load: wD= 93 plf 2.58 ft from left support Beam Self Weight: BSW= 7 plf Total Maximum Load: wT= 220 plf Created by combining all dead and live loads. Controlling Shear: -568 lb At support. Created by combining all dead and live loads. Comparisons with required sections: Req'd Provided Section Modulus: 8.14 in3 49.91 in3 Area(Shear): 4.73 in2 32.38 in2 Moment of Inertia(deflection): 8.5 in4 230.84 in4 Moment: 732 ft-lb 4492 ft-lb Shear: -568 lb 3885 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 Page Brian Massie 5 Location:(Q)BEAM AT FOUNDATION NEAR STAIRS „AtMassie Home Design Roof Beam ` `' 500 NW 20th St Ste 203 of 1 (2012 International Residential Code(2015 NDS)) 1 -'„g, Gresham Or 97030 503-663-1100 5.5 INx9.25INx2.33FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:05 AM Section Adequate By:2097.3% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria:U240 Total Load Deflection Criteria:U180 REACTIONS A Live Load 102 lb 102 lb Dead Load 200 lb 200 lb Total Load 302 lb 302 lb Bearing Length 0.09 in 0.09 in w BEAM DATA Span Length 2.3 ft Unbraced Length-Top 0 ft 2.33 ft Unbraced Length-Bottom 0 ft Roof Pitch 0 :12 Roof Duration Factor 1.15 ROOF LOADING MATERIAL PROPERTIES Side One: #2-Douglas-Fir-Larch Roof Live Load: LL= 25 psf Base Values Adiusted Roof Dead Load: DL= 15 psf Bending Stress: Fb= 750 psi Fb'= 863 psi Tributary Width: TW= 2.5 ft Cd=1.15 CF=1.00 Side Two: Shear Stress: Fv= 170 psi Fv'= 196 psi Roof Live Load: LL= 25 psf Cd=1.15 Roof Dead Load: DL= 15 psf Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Tributary Width: TW= 1 ft Comp.-I-to Grain: Fc- = 625 psi Fc--- = 625 psi Wall Load: WALL= 108 Controlling Moment: 176 ft-lb plf 1.165 ft from left support SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Created by combining all dead and live loads. Adjusted Beam Length: Ladj= 2.33 ft Controlling Shear: -302 lb Beam Self Weight: BSW= 11 plf At support. Beam Uniform Live Load: wL= 88 plf Created by combining all dead and live loads. Beam Uniform Dead Load: wD_adj= 172 plf Comparisons with required sections: Redd Provided Total Uniform Load: wT= 259 plf Section Modulus: 2.45 in3 78.43 in3 Area(Shear): 2.32 in2 50.88 in2 Moment of Inertia(deflection): 0.85 in4 362.75 in4 Moment: 176 ft-lb 5637 ft-lb Shear: -302 lb 6631 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page — Brian Massie J(p Location:(R)BEAM AT FOUNDATION NEAR STAIRS $1_, Massie Home Design [ Multi-Loaded Multi-Span Beam _~`"" 500 NW 20th St Ste 203 of 11 [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 3.5 IN x 9.5 IN x 8.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.6 4/5/2016 11:13:05 AM Section Adequate By: 194.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/3201 Dead Load 0.02 in Total Load 0.05 IN L/2093 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 i REACTIONS A B Live Load 522 lb 486 lb Dead Load 278 lb 207 lb Total Load 800 lb 693 lb Bearing Length 0.37 in 0.32 in BEAM DATA Center Span Length 8 ft40 Unbraced Length-Top 0 ft A 8ft Unbraced Length-Bottom 8 ft II Live Load Duration Factor 1.00 Notch Depth 0.00 I UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1080 psi Total Uniform Load 7 plf Cd=1.00 CF 1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 102 Ib Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 200 lb Comp.-L to Grain: Fc--L= 625 psi Fc--I-'= 625 psi Location 2.58 ft Controlling Moment: 1611 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.36 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 60 plf 53.2 plf Controlling Shear: 799 lb Left Dead Load 15 plf 13.3 plf At left support of span 2(Center Span) Right Live Load 60 plf 53.2 Of Created by combining all dead loads and live loads on span(s)2 Right Dead Load 15 plf 13.3 plf Load Start Oft O ft Comparisons with required sections: Reo'd Provided Load End 8 ft 8 ft Section Modulus: 17.9 in3 52.65 in3 Load Length 8 ft 8 ft Area(Shear): 6.66 in2 33.25 in2 Moment of Inertia(deflection): 28.68 in4 250.07 in4 Moment: 1611 ft-lb 4738 ft-lb Shear: 799 lb 3990 lb NOTES AUTHORIZED COPY OF- MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY Project:2239 page - Brian Massie I 1 Location:(S)BEAM AT FOUNDATION NEAR MASTER BATH Massie Home Design ,,l Multi-Loaded Multi-Span Beam 500 NW 20th St Ste 203 of [2012 International Residential Code(2015 NDS)] Gresham Or 97030 503-663-1100 3.5 IN x 9.25 IN x 8.0 FT #2-Douglas-Fir-Larch-Dry Use StruCaic Version 9.0.2.6 4/5/2016 11:13:06 AM Section Adequate By:29.1% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.08 IN U1229 Dead Load 0.03 in Total Load 0.11 IN L/901 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 853 lb 999 lb Dead Load 320 lb 370 lb 3 Total Load 1173 lb 1369 lb 1 Bearing Length 0,54 in 0.63 in BEAM DATA Center Span Length 8 ft Unbraced Length-Top O ft A 8 ft B Unbraced Length-Bottom 8 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1080 psi Total Uniform Load 7 plf Cd=1,00 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Two Three Four Cd=1.00 Live Load 452.8 lb 486 lb 426.6 lb 486 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 113.2 lb 207 lb 106.6 lb 207 lb Comp.-L to Grain: Fc- L= 625 psi Fc- L'= 625 psi Location 3 ft 3 ft 5.67 ft 5.67 ft Controlling Moment: 3480 ft-lb 3.04 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1369 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: Rep'd Provided Section Modulus: 38.67 in3 49.91 in3 Area(Shear): 11.41 in2 32.38 in2 Moment of Inertia(deflection): 67.61 in4 230.84 in4 Moment: 3480 ft-lb 4492 ft-lb Shear: -1369 lb 3885 lb NOTES AUTHORIZED COPY OF MASSIE HOME DESIGN DO NOT REPRODUCE IF THIS STAMP DOES NOT APPEAR IN RED THIS IS AN UNAUTHORIZED COPY