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Specifications Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-11 , ) Mark Stewart Home Design Multi-Loaded Multi-Span Beam ' CdlGe,,t, 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 INx11.875INx8.0FT 1.5E-2250F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 4/28/2017 3:32:46 PM Section Adequate By:255.4% LOADING DIAGRAM Controlling Factor:Shear . DEFLECTIONS Center ,,',1 Live Load 0.05 IN L/2035 Dead Load 0.00 inMIAY 1 x 2017 Total Load 0.05 IN U1971 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 1333 lb 1667 lb Dead Load 48 lb 48 lb ' Total Load 1382 lb 1715 lb Bearing Length 0.69 in 0.85 in --- _ SFA BEAM DATA Center 8ft Span Length 8 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8 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 12 plf 1.5E-2250F-APA EWS LVL Stress Classes Total Uniform Load 262 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2250 psi Fb'= 2253 psi Load Number One Cd=1.00 CF=1.00 Live Load 0 plf Left Shear Stress: Fv= 220 psi Fv'= 220 psi Left Cd=1.00 Dead Load 0 plf Right Live Load 250 plf Modulus of Elasticity: E= 1500 ksi E'= 1500 ksi Right Dead Load 0 plf Comp.1 to Grain: Fc--L= 575 psi Fc-1'= 575 psi Load Start 0 ft Controlling Moment: 3106 ft-lb Load End 8 ft Load Length 8 ft 4.24 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1715 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: 16.54 in3 82.26 in3 Area(Shear): 11.69 in2 41.56 in2 Moment of Inertia(deflection): 86.4 in4 488.41 in4 Moment: 3106 ft-lb 15444 ft-lb Shear: -1715 lb 6096 lb Project: M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-12 Stru Mark Stewart Home Design Multi-Loaded Multi-Span Beam lil".•` 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 11.875 IN x 6.5 FT 1.5E-2250F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 4/28/2017 3:32:46 PM Section Adequate By: 130.2% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.05 IN L/1550 Dead Load 0.00 in Total Load 0.05 IN L/1530 Live Load Deflection Criteria: 0360 Total Load Deflection Criteria: L/240 REACTIONS A_ Live Load 2609 lb 1935 lb Dead Load 39 lb 39 lb Total Load 2648 lb 1975 lb Bearing Length 1.32 in 0.98 in BEAM DATA Center 6.5 ft B 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 Uniform Live Load 250 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 12 plf 1.5E-2250F-APA EWS LVL Stress Classes Total Uniform Load 262 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2250 psi Fb'= 2253 psi Load Number One Two Cd=1.00 CF=1.00 Live Load 1200 lb 1719 Ib Shear Stress: Fv= 220 psi Fv'= 220 psi Dead Load 0 lb 0 lb Cd=1.00 Location 2.5 ft 2.5 ft Modulus of Elasticity: E= 1500 ksi E'= 1500 ksi Comp.1 to Grain: Fc- L= 575 psi Fc- 1'= 575 psi Controlling Moment: 5769 ft-lb 2.53 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 2648 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: 30.73 in3 82.26 in3 Area(Shear): 18.06 in2 41.56 in2 Moment of Inertia(deflection): 113.45 in4 488.41 in4 Moment: 5769 ft-lb 15444 ft-lb Shear: 2648 lb 6096 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location:M-13 " Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 7.0 IN x 11.875 IN x 17.5 FT 1.5E-2250F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Inadequate By:21.9% LOADING DIAGRAM Controlling Factor:Deflection I Depth Required 12.68 In. DEFLECTIONS Center Live Load 0.71 IN L/298 Dead Load 0.36 in Total Load 1.07 IN L/197 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3627 lb 3399 lb Dead Load 1241 lb 2784 lb Total Load 4867 lb 6183 lb Bearing Length 1.21 in 1.54 in BEAM DATA Center A 17.5 ft � Span Length 17.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 17.5 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 24 plf 1.5E-2250F-APA EWS LVL Stress Classes Total Uniform Load 274 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2250 psi Fb'= 2253 psi Load Number One Two Cd=1.00 CF=1.00 Live Load 2500 lb 151 lb Shear Stress: Fv= 220 psi Fv'= 220 psi Dead Load 0 lb 0 lb Cd=1.00 Location 8 ft 8 ft Modulus of Elasticity: E= 1500 ksi E'= 1500 ksi Comp.1 to Grain: Fc- = 575 psi Fc-1'= 575 psi TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Controlling Moment: 30163 ft-lb Left Live Load 0 plf 8.05 Ft from left support of span 2(Center Span) Left Dead Load 400 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 0 plf Controlling Shear: -6183 lb Right Dead Load 400 plf 17.0 Ft from left support of span 2(Center Span) Load Start 8 ft Created by combining all dead loads and live loads on span(s)2 Load End 17 ft Load Length 9 ft Comparisons with required sections: Req'd Provided Section Modulus: 160.66 in3 164.52 in3 Area(Shear): 42.16 in2 83.13 in2 Moment of Inertia(deflection): 1190.55 in4 976.83 in4 Moment: 30163 ft-lb 30888 ft-lb Shear: -6183 lb 12192 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-14 Jtpu Mark Stewart Home Design Multi-Loaded Multi-Span Beam c 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] \ Sherwood,OR 97140 3.5 IN x 11.875 IN x 4.0 FT 1.5E-2250F-APA EWS LVL Stress Classes StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Adequate By: 164.4% 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: 0360 Total Load Deflection Criteria: U240 REACTIONS A_ Live Load 619 lb 2281 lb Dead Load 24 lb 24 lb Total Load 643 lb 2305 lb Bearing Length 0.32 in 1.15 in BEAM DATA Center A 4ft Span Length 4 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4 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 12 plf 1.5E-2250F-APA EWS LVL Stress Classes Total Uniform Load 262 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2250 psi Fb'= 2253 psi Load Number One Cd=1.00 CF=1.00 Live Load 1900 lb Shear Stress: Fv= 220 psi Fv'= 220 psi Dead Load 0 lb Cd=1.00 Location 3.75 ft Modulus of Elasticity: E= 1500 ksi E'= 1500 ksi Comp. I-to Grain: Fc- L= 575 psi Fc- L'= 575 psi Controlling Moment: 789 ft-lb 2.44 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2305 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: 4.2 in3 82.26 in3 Area(Shear): 15.72 in2 41.56 in2 Moment of Inertia(deflection): 11.32 in4 488.41 in4 Moment: 789 ft-lb 15444 ft-lb Shear: -2305 lb 6096 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-15 st' Mark Stewart Home Design Multi-Loaded Multi-Span Beam 4.'`^w-' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 8.75 IN x 16.5 IN x 22.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Adequate By: 16.9% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.63 IN L/421 Dead Load 0.19 in Total Load 0.81 IN L/326 2 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 1 REACTIONS A Live Load 5893 lb 6521 lb Dead Load 4272 lb 1217 lb Total Load 10165 lb 7738 lb • Bearing Length 1.79 in 1.36 in BEAM DATA Center A 22ft Span Length 22 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 22 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 250 plf CamberAdj.Factor 1.5 Uniform Dead Load 0 plf Camber Required 0.28 Beam Self Weight 31 plf Notch Depth 0.00 Total Uniform Load 281 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Three Base Values Adjusted Live Load 2307 lb 2307 lb 2300 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb 0 lb Fb_cmpr= 1200 psi Fb'= 2193 psi Location 8 ft 14 ft 14 ft Cd=1.00 Cv=0.91 Shear Stress: Fv= 190 psi Fv'= 190 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 0 plf Comp. to Grain: Fc- I = 650 psi Fc---'= 650 psi Left Dead Load 600 plf Right Live Load 0 plf Controlling Moment: 54274 ft-lb Right Dead Load 600 plf 10.78 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 8 ft Controlling Shear: 10165 lb Load Length 8 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: Read Provided Section Modulus: 296.92 in3 397.03 in3 Area(Shear): 80.25 in2 144.38 in2 Moment of Inertia(deflection): 2802.85 in4 3275.51 in4 Moment: 54274 ft-lb 72573 ft-lb Shear: 10165 lb 18288 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-16 Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] r Sherwood,OR 97140 5.125 IN x 12.0 IN x 16.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Adequate By:31.1% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.42 IN L/472 Dead Load 0.02 in Total Load 0.44 IN L/454 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: 0240 1 REACTIONS A B z Live Load 2604 lb 2573 lb Dead Load 110 lb 110 lb Total Load 2714 lb 2683 lb Bearing Length 0.81 in 0.81 in BEAM DATA Center A 16.5 ft B 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 250 plf CamberAdj.Factor 1.5 Uniform Dead Load 0 plf Camber Required 0.03 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 263 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 526 lb 526 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fbcmpr= 1200 psi Fb'= 2400 psi Location 5 ft 11 ft Cd_=1.00 Shear Stress: Fv= 190 psi Fv'= 190 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.-i-to Grain: Fc- = 650 psi Fc- = 650 psi Controlling Moment: 11723 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: 2714 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: 58.61 in3 123 in3 Area(Shear): 21.43 in2 61.5 in2 Moment of Inertia(deflection): 562.78 in4 738 in4 Moment: 11723 ft-lb 24600 ft-lb Shear: 2714 lb 7790 lb Project: M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-17 st' Mark Stewart Home Design Multi-Loaded Multi-Span Beam LAIC 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 6.75 IN x 16.5 IN x 8.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Inadequate By:2.4% LOADING DIAGRAM Controlling Factor:Shear/Depth Required 16.9 In. DEFLECTIONS Center Live Load 0.04 IN U2140 Dead Load 0.01 in Total Load 0.06 IN L/1672 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B 2 Live Load 11956 lb 5394 lb Dead Load 2497 lb 2497 lb Total Load 14453 lb 7890 lb Bearing Length 3.29 in 1.80 in BEAM DATA Center A 8ft Span Length 8 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 650 plf Camber Adj. Factor 1.5 Uniform Dead Load 0 plf Camber Required 0.02 Beam Self Weight 24 plf Notch Depth 0.00 Total Uniform Load 674 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 10200 lb 1950 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1200 psi Fb'= 2400 psi Location 2 ft 1 ft Cd=1.00 Shear Stress: Fv= 190 psi Fv'= 190 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 0 plf Comp. L to Grain: Fc- = 650 psi Fc--- = 650 psi Left Dead Load 600 plf Right Live Load 0 plf Controlling Moment: 24407 ft-lb Right Dead Load 600 plf 2.0 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 8 ft Controlling Shear: 14453 lb Load Length 8 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: Req'd Provided Section Modulus: 122.04 in3 306.28 in3 Area(Shear): 114.1 in2 111.38 in2 Moment of Inertia(deflection): 425.03 in4 2526.82 in4 Moment: 24407 ft-lb 61256 ft-lb Shear: 14453 lb 14108 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-1A t' Mark Stewart Home Design Multi-Loaded Multi-Span Beam "t'ult" 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] # Sherwood,OR 97140 5.125 IN x 13.5 IN x 6.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:47 PM Section Inadequate By:13.1% LOADING DIAGRAM Controlling Factor:Shear!Depth Required 15.27 In. DEFLECTIONS Center Live Load 0.04 IN U2032 Dead Load 0.00 in Total Load 0.04 IN L/2015 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 9866 lb 3059 lb 2 Dead Load 49 lb 49 lb Total Load 9915 lb 3107 lb Bearing Length 2.98 in 0.93 in BEAM DATA Center A 6.5 ft B 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 Uniform Live Load 250 plf CamberAdj. Factor 1.5 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 15 plf Notch Depth 0.00 Total Uniform Load 265 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 8000 lb 3300 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1200 psi Fb'= 2400 psi Location 1 ft 2 ft Cd=1.00 Shear Stress: Fv= 190 psi Fv'= 190 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.--to Grain: Fc- = 650 psi Fc--I-'= 650 psi Controlling Moment: 11271 ft-lb 2.01 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 9915 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: 56.36 in3 155.67 in3 Area(Shear): 78.28 in2 69.19 in2 Moment of Inertia(deflection): 186.18 in4 1050.79 in4 Moment: 11271 ft-lb 31134 ft-lb Shear: 9915 lb 8764 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location: nb-1L � { .k Mark Stewart Home Design Multi-Loaded Multi-Span Beam I 22582 SW Main St.#309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 IN x 7.5 IN x 5.5 FT #1 -Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By:228.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.02 IN U3968 Dead Load 0.00 in Total Load 0.02 IN U3833 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 688 lb 688 lb Dead Load 24 lb 24 lb Total Load 712 lb 712 lb Bearing Length 0.21 in 0.21 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 250 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 9 plf #1 -Douglas-Fir-Larch(North) Total Uniform Load 259 plf Base Values Adjusted Bending Stress: Fb= 1200 psi Fb'= 1200 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 85 psi Fv'= 85 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E= 1600 ksi Comp.-I-to Grain: Fc- = 625 psi Fc--- = 625 psi Controlling Moment: 978 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: 712 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: 9.78 in3 51.56 in3 Area(Shear): 12.56 int 41.25 in2 Moment of Inertia(deflection): 17.54 in4 193.36 in4 Moment: 978 ft-lb 5156 ft-lb Shear: 712 lb 2338 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location: u-1 Stu i) Mark Stewart Home Design Multi-Loaded Multi-Span Beam \c` 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 9.0 IN x 8.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By:89.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.12 IN U822 Dead Load 0.02 in Total Load 0.14 IN L/704 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1973 lb 1427 lb Dead Load 970 lb 215 lb Total Load 2942 lb 1642 lb Bearing Length 0.88 in 0.49 in BEAM DATA Center A 8.5ft Span Length 8.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 0 plf CamberAdj. Factor 1.5 Uniform Dead Load 0 plf Camber Required 0.03 Beam Self Weight 10 plf Notch Depth 0.00 Total Uniform Load 10 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 2300 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1200 psi Fb'= 2400 psi Location 4 ft Cd=1.00 Shear Stress: Fv= 190 psi Fv'= 190 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 0 plf Comp. L to Grain: Fc- L= 650 psi Fc--- = 650 psi Left Dead Load 550 plf Right Live Load 550 plf Controlling Moment: 7286 ft-lb Right Dead Load 0 plf 3.99 Ft from left support of span 2(Center Span) Load Start 0 ft Created by combining all dead loads and live loads on span(s)2 Load End 4 ft Controlling Shear: 2942 lb Load Length 4 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: Req'd Provided Section Modulus: 36.43 in3 69.19 in3 Area(Shear): 23.23 in2 46.13 in2 Moment of Inertia(deflection): 136.3 in4 311.34 in4 Moment: 7286 ft-lb 13838 ft-lb Shear: 2942 lb 5843 lb Project: M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location: u-2 Stru.,it, :, Mark Stewart Home Design Multi-Loaded Multi-Span Beam it, 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] ` - Sherwood,OR 97140 5.125 IN x 12.0 IN x 5.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Inadequate By:2.6% LOADING DIAGRAM Controlling Factor:Shear/Depth Required 12.31 In. DEFLECTIONS Center Live Load 0.04 IN U1734 Dead Load 0.00 in Total Load 0.04 IN L/1724 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 6045 lb 7955 lb Dead Load 37 lb 37 lb Total Load 6082 lb 7991 lb 5 Bearing Length 1.83 in 2.40 in BEAM DATA Center 5.5ft 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 2000 plf CamberAdj. Factor 1.5 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 2013 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 3000 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1200 psi Fb'= 2400 psi Location 4.5 ft Cd=1.00 Shear Stress: Fv= 190 psi Fv'= 190 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp.-I-to Grain: Fc- I-= 650 psi Fc---'= 650 psi Controlling Moment: 9187 ft-lb 3.03 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -7991 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: 45.93 in3 123 in3 Area(Shear): 63.09 in2 61.5 in2 Moment of Inertia(deflection): 153.25 in4 738 in4 Moment: 9187 ft-lb 24600 ft-lb Shear: -7991 lb 7790 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location: uh-1 Mark Stewart Home Design Multi-Loaded Multi-Span Beam ' # 'ai' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 IN x 9.5 IN x 5.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By:55.2% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.04 IN U1603 Dead Load 0.00 in Total Load 0.04 IN L/1589 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 2200 lb 2200 lb Dead Load 20 lb 20 lb Total Load 2220 lb 2220 lb Bearing Length 1.01 in 1.01 in BEAM DATA Center 5.5 ft 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 800 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 7 plf #2-Douglas-Fir-Larch Total Uniform Load 807 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 Emin'= 580 ksi Comp.1 to Grain: Fc- = 625 psi Fc---'= 625 psi Controlling Moment: 3052 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: 2220 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: 33.91 in3 52.65 in3 Area(Shear): 18.5 in2 33.25 in2 Moment of Inertia(deflection): 56.14 in4 250.07 in4 Moment: 3052 ft-lb 4738 ft-lb Shear: 2220 lb 3990 lb page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart Location: UH-2 t; g, iv Mark Stewart Home Design Multi-Loaded Multi-Span Beam U 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 IN x 11.5 IN x 2.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By: 19.4% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN L/MAX Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 1 REACTIONS A B Live Load 5985 lb 1965 lb Dead Load 17 lb 17 lb Total Load 6002 lb 1982 lb Bearing Length 1.75 in 0.58 in BEAM DATA Center A 2.5 n B Span Length 2.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 2.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 500 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 14 plf #2-Douglas-Fir-Larch Total Uniform Load 514 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 875 psi Load Number One Cd=1.00 CF=1.00 Live Load 6700 lb Shear Stress: Fv= 170 psi Fv'= 170 psi Dead Load 0 lb Cd=1.00 Location 0.5 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp. to Grain: Fc- = 625 psi Fc--L'= 625 psi Controlling Moment: 2937 ft-lb 0.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 6002 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: Reck! Provided Section Modulus: 40.28 in3 121.23 in3 Area(Shear): 52.96 in2 63.25 in2 Moment of Inertia(deflection): 24.13 in4 697.07 in4 Moment: 2937 ft-lb 8840 ft-lb Shear: 6002 lb 7168 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-8 : Mark Stewart Home Design Multi-Loaded Multi-Span Beam °du' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] w Sherwood,OR 97140 (2)1.5 IN x 11.25 IN x 5.0 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By: 178.3% 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 0.01 IN U8101 Dead Load 0.00 in Total Load 0.01 IN L/7912 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 750 lb 750 lb Dead Load 18 lb 18 lb Total Load 768 lb 768 lb Bearing Length 0.41 in 0.41 in BEAM DATA Center Span Length 5 ft Unbraced Length-Top 0 ft 5ft B Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 300 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 850 psi Fb'= 850 psi Total Uniform Load 307 plf Cd=1.00 CF=1.00 TRAPEZOIDAL LOADS-CENTER SPAN Shear Stress: Fv= 95 psi Fv'= 95 psi Load Number One Cd=1.00 Left Live Load 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Left Dead Load 0 plf Comp.-1 to Grain: Fc- L= 625 psi Fc-1-'= 625 psi Right Live Load 0 plf Controlling Moment: 960 ft-lb Right Dead Load 300 plf Load Start 0 ft 2.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Load End 0 ft Controlling Shear: 768 lb Load Length 0 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: Req'd Provided Section Modulus: 13.55 in3 63.28 in3 Area(Shear): 12.13 in2 33.75 in2 Moment of Inertia(deflection): 15.82 in4 355.96 in4 Moment: 960 ft-lb 4482 ft-lb Shear: 768 lb 2138 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart / Location:M-7 Mark Stewart Home Design Multi-Loaded Multi-Span Beam E3` � 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 (2)1.5 IN x 11.25 IN x 9.5 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:48 PM Section Adequate By:40.8% 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 0.09 IN L/1288 Dead Load 0.00 in Total Load 0.09 IN L/1256 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1306 lb 1306 lb Dead Load 34 lb 34 lb Total Load 1340 lb 1340 lb Bearing Length 0.71 in 0.71 in BEAM DATA Center Span Length 9.5 ft Unbraced Length-Top O ft A 9.5 ft Unbraced Length-Bottom 9.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 275 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 7 plf Bending Stress: Fb= 850 psi Fb'= 850 psi Total Uniform Load 282 plf Cd=1.00 CF=1.00 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod.of Elasticity: Emin= 580 ksi E_min'= 580 ksi Comp. L to Grain: Fc-1= 625 psi Fc--i-'= 625 psi Controlling Moment: 3183 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: 1340 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: 44.94 in3 63.28 in3 Area(Shear): 11.17 in2 33.75 in2 Moment of Inertia(deflection): 99.45 in4 355.96 in4 Moment: 3183 ft-lb 4482 ft-lb Shear: 1340 lb 4050 lb Project: M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-9 , Mark Stewart Home Design 1 talc Multi-Loaded Multi-Span Beam '` 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx11.5INx8.5FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:315.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN L/4691 Dead Load 0.00 in Total Load 0.02 IN 114349 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 315 lb 1025 lb Dead Load 57 lb 57 lb Total Load 372 lb 1082 lb Bearing Length 0.11 in 0.31 in BEAM DATA Center 8.5 ft Span Length 8.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 8.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 13 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 875 psi Load Number One Cd=1.00 CF=1.00 Live Load 1340 lb Shear Stress: Fv= 170 psi Fv'= 170 psi Dead Load 0 lb Cd=1.00 Location 6.5 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min. Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.-t-to Grain: Fc-1= 625 psi Fc-1'= 625 psi Controlling Moment: 2125 ft-lb 6.46 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1082 lb 8.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 29.15 in3 121.23 in3 Area(Shear): 9.55 in2 63.25 in2 Moment of Inertia(deflection): 53.49 in4 697.07 in4 Moment: 2125 ft-lb 8840 ft-lb Shear: -1082 lb 7168 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:M-1fi tl; Mark Stewart Home Design CSC Multi-Loaded Multi-Span Beam '� 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx11.5INx10.5FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:24.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.15 IN L/835 Dead Load 0.00 in Total Load 0.15 IN L/813 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 2625 lb 2625 lb Dead Load 71 lb 71 lb Total Load 2696 lb 2696 lb Bearing Length 0.78 in 0.78 in BEAM DATA Center A 10.5 ft B Span Length 10.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 10.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 500 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 13 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 513 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=9.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp. 1 to Grain: Fc-1 = 625 psi Fc- = 625 psi Controlling Moment: 7076 ft-lb 5.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -2696 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: 97.04 in3 121.23 in3 Area(Shear): 23.78 in2 63.25 in2 Moment of Inertia(deflection): 300.49 in4 697.07 in4 Moment: 7076 ft-lb 8840 ft-lb Shear: -2696 lb 7168 lb Project: M-3032 WESTLAND HANSEN LOT 17 Page Mark Stewart Location:X-4 ;i 'upaiC Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 6.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:239.7% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.03 IN L/2310 Dead Load 0.00 in Total Load 0.03 IN L/2281 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3050 lb 3050 lb Dead Load 58 lb 58 lb Total Load 3108 lb 3108 lb Bearing Length 0.79 in 0.79 in BEAM DATA Center A 6 ft g Span Length 6 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 6 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 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 119 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2903 psi Load Number One Cd=1.00 CF=1.00 Live Load 5500 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 3 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain: Fc- = 750 psi Fc- = 750 psi Controlling Moment: 8788 ft-lb 3.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3108 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: 36.32 in3 123.39 in3 Area(Shear): 16.08 in2 62.34 in2 Moment of Inertia(deflection): 114.2 in4 732.62 in4 Moment: 8788 ft-lb 29854 ft-lb Shear: 3108 lb 12053 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:X-5 ` • Mark Stewart Home Design Multi-Loaded Multi-Span Beam �' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx9.25INx12.0FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:24.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.20 IN L/728 Dead Load 0.01 in Total Load 0.21 IN L/691 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: 11240 REACTIONS A Live Load 1200 lb 1200 lb Dead Load 65 lb 65 lb Total Load 1265 lb 1265 lb Bearing Length 0.37 in 0.37 in BEAM DATA Center 12ft 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 200 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 211 plf Base Values Adjusted Bending Stress: Fb= 725 psi Fb'= 725 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.1-to Grain: Fc- L= 625 psi Fc--- = 625 psi Controlling Moment: 3795 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: 1265 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: 62.81 in3 78.43 in3 Area(Shear): 11.16 in2 50.88 in2 Moment of Inertia(deflection): 179.42 in4 362.75 in4 Moment: 3795 ft-lb 4739 ft-lb Shear: 1265 lb 5766 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:X-6ati`i ' Mark Stewart Home Design Multi-Loaded Multi-Span Beam lialt* 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx9.5INx5.5FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:41.1% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.04 IN L/1518 Dead Load 0.00 in Total Load 0.04 IN L/1503 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: 0240 REACTIONS A Live Load 2255 lb 3265 lb Dead Load 31 lb 31 lb Total Load 2286 lb 3295 lb Bearing Length 0.67 in 0.96 in BEAM DATA Center 5.5ft 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 600 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 611 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 875 psi Fb'= 875 psi Load Number One Cd=1.00 CF=1.00 Live Load 2220 lb Shear Stress: Fv= 170 psi Fv'= 170 psi Dead Load 0 lb Cd=1.00 Location 4 ft Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min.Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp. L to Grain: Fc- L= 625 psi Fc- = 625 psi Controlling Moment: 4276 ft-lb 3.74 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3295 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: 58.64 in3 82.73 in3 Area(Shear): 29.07 in2 52.25 in2 Moment of Inertia(deflection): 93.19 in4 392.96 in4 Moment: 4276 ft-lb 6032 ft-lb Shear: -3295 lb 5922 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location:M-4 , Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.0 IN x 12.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By:26.0% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.33 IN L/454 Dead Load 0.01 in Total Load 0.34 IN L/446 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 5000 lb 5000 lb Dead Load 83 lb 83 lb Total Load 5083 lb 5083 lb Bearing Length 1.53 in 1.53 in BEAM DATA Center A 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 800 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.01 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 813 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb cmpr= 1850 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: Emin= 930 ksi E_min'= 930 ksi Comp.-L to Grain: Fc- = 650 psi Fc- I-'= 650 psi Controlling Moment: 15885 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: -5083 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: 79.43 in3 123 in3 Area(Shear): 28.77 in2 61.5 in2 Moment of Inertia(deflection): 585.84 in4 738 in4 Moment: 15885 ft-lb 24600 ft-lb Shear: -5083 lb 10865 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location:M-5 tr t-„ Mark Stewart Home Design Multi-Loaded Multi-Span Beam °URC ' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.51N x 9.5IN x 6.5 FT #2 Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:49 PM Section Adequate By: 132.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.04 IN L/2067 Dead Load 0.00 in Total Load 0.04 IN L/2020 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1560 lb 1560 lb Dead Load 36 lb 36 lb Total Load 1596 lb 1596 lb Bearing Length 0.46 in 0.46 in — BEAM DATA Center A 6.5ft B 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 Uniform Live Load 480 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 491 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: Emin= 470 ksi E_min'= 470 ksi Comp.--to Grain: Fc---= 625 psi Fc--- = 625 psi Controlling Moment: 2594 ft-lb 3.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1596 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: 35.57 in3 82.73 in3 Area(Shear): 14.08 in2 52.25 in2 Moment of Inertia(deflection): 68.43 in4 392.96 in4 Moment: 2594 ft-lb 6032 ft-lb Shear: -1596 lb 5922 lb Project: M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:X-11/1,160 Mark Stewart Home Design Multi-Loaded Multi-Span Beam ' 22582 SW Main St.#309 of [2009 International Building Code(2005 NOS)] Sherwood,OR 97140 3.5 IN x 11.875 IN x 10.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By: 106.8% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.16 IN L1744 Dead Load 0.00 in Total Load 0.16 IN L/731 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3500 lb 3500 lb Dead Load 65 lb 65 lb Total Load 3565 lb 3565 lb Bearing Length 1.36 in 1.36 in BEAM DATA Center A 10 ft B Span Length 10 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 10 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 700 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 713 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- = 750 psi Fc- L'= 750 psi Controlling Moment: 8912 ft-lb 5.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3565 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: 36.84 in3 82.26 in3 Area(Shear): 18.44 in2 41.56 in2 Moment of Inertia(deflection): 236.21 in4 488.41 in4 Moment: 8912 ft-lb 19902 ft-lb Shear: -3565 lb 8035 lb Project: M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location: M-10 * , Mark Stewart Home Design Multi-Loaded Multi-Span Beam "t'tlw 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 8.75 IN x 12.0 IN x 12.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By:9.6% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.38 IN L/395 Dead Load 0.01 in 1 Total Load 0.39 IN L/389 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 8074 lb 8126 lb Dead Load 142 lb 142 lb Total Load 8216 lb 8268 lb :, Bearing Length 1.44 in 1.45 in _______ BEAM DATA Center 12.5 ft B 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 360 plf CamberAdj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.01 Beam Self Weight 23 plf Notch Depth 0.00 Total Uniform Load 383 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 6500 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fbcmpr= 1850 psi Fb'= 2396 psi Location 4.5 ft Cd7=1.00 Cv=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 650 plf Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.1 to Grain: Fc--L= 650 psi Fc--L'= 650 psi Right Live Load 650 plf Right Dead Load 0 plf Controlling Moment: 33098 ft-lb Load Start 4.5 ft 4.5 Ft from left support of span 2(Center Span) Load End 12.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 8 ft Controlling Shear: -8268 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: 165.76 in3 210 in3 Area(Shear): 46.8 in2 105 in2 Moment of Inertia(deflection): 1149.54 in4 1260 in4 Moment: 33098 ft-lb 41932 ft-lb Shear: -8268 lb 18550 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:m-13 $thcakMark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.01N x 11.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By: 115.7% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.18 IN L/777 Dead Load 0.00 in Total Load 0.18 IN L/760 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 3450 lb 3450 lb Dead Load 77 lb 77 lb Total Load 3527 lb 3527 lb Bearing Length 1.06 in 1.06 in BEAM DATA Center 11.5ft B Span Length 11.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 600 plf Camber Adj.Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 613 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-I-to Grain: Fc- L= 650 psi Fc--L'= 650 psi Controlling Moment: 10139 ft-lb 5.75 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3527 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: 50.7 in3 123 in3 Area(Shear): 19.96 in2 61.5 in2 Moment of Inertia(deflection): 342.14 in4 738 in4 Moment: 10139 ft-lb 24600 ft-lb Shear: -3527 lb 10865 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location: m-14 Mark Stewart Home Design Multi-Loaded Multi-Span Beam tali' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 (2) 1.5 IN x 11.25 IN x 9.0 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By: 113.7% 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 L/2084 Dead Load 0.00 in Total Load 0.05 IN L/2012 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 900 lb 900 lb Dead Load 32 lb 32 lb Total Load 932 lb 932 lb Bearing Length 0.50 in 0.50 in BEAM DATA Center Span Length 9 ft Unbraced Length-Top 0 ftaft Unbraced Length-Bottom 9 ft A Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 200 plf #2-Douglas-Fir-Larch(North) Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 850 psi Fb'= 850 psi Total Uniform Load 207 plf Cd=1.00 CF=1.00 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. to Grain: Fc-L= 625 psi Fc--i'= 625 psi Controlling Moment: 2098 ft-lb 4.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 932 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: 29.61 in3 63.28 in3 Area(Shear): 7.77 in2 33.75 in2 Moment of Inertia(deflection): 61.5 in4 355.96 in4 Moment: 2098 ft-lb 4482 ft-lb Shear: 932 lb 4050 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location: m-15 stritp, ) Mark Stewart Home Design Multi-Loaded Multi-Span Beam * <' 22582 SW Main St.#309 of (2009 International Building Code(2005 NDS)] '....4-***`''''''— Sherwood,OR 97140 8.75 IN x 18.0 IN x 23.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By:7.3% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.71 IN L/386 Dead Load 0.03 in 2 1 Total Load 0.74 IN L/372 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 9236 lb 13088 lb Dead Load 393 lb 393 lb Total Load 9629 lb 13481 lb Bearing Length 1.69 in 2.37 in _____.___ — BEAM DATA Center A 23 ft B Span Length 23 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 23 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 55 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.03 Beam Self Weight 34 plf Notch Depth 0.00 Total Uniform Load 89 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Three Base Values Adjusted Live Load 932 lb 3527 lb 2600 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2165 psi Location 21.5 ft 20 ft 21.5 ft Cd=1.00 Cv=0.90 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 700 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.-L to Grain: Fc-J-= 650 psi Fc-l'= 650 psi Right Live Load 700 plf Right Dead Load 0 plf Controlling Moment: 58741 ft-lb Load Start 0 ft 12.19 Ft from left support of span 2(Center Span) Load End 20 ft Created by combining all dead loads and live loads on span(s)2 Load Length 20 ft Controlling Shear: -13481 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: 325.61 in3 472.5 in3 Area(Shear): 76.31 in2 157.5 in2 Moment of Inertia(deflection): 3962.85 in4 4252.5 in4 Moment: 58741 ft-lb 85239 ft-lb Shear: -13481 lb 27825 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:x-3 gUsic* Mark Stewart Home Design Multi-Loaded Multi-Span Beam 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx10.5INx11.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:50 PM Section Adequate By:51.9% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.24 IN L/547 Dead Load 0.00 in Total Load 0.25 IN U537 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 3850 lb 3850 lb Dead Load 69 lb 69 lb Total Load 3919 lb 3919 lb Bearing Length 1.10 in 1.10 in -777=4— BEAM DATA Center Span Length 11 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 11 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 700 plf Camber Adj.Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 713 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.L to Grain: Fc---= 650 psi Fc--1-'= 650 psi Controlling Moment: 10777 ft-lb 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 3919 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 53.88 in3 101.06 in3 Area(Shear): 22.18 in2 57.75 in2 Moment of Inertia(deflection): 349.33 in4 530.58 in4 Moment: 10777 ft-lb 20213 ft-lb Shear: 3919 lb 10203 lb Project:M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location:m-16 ti Mark Stewart Home Design Multi-Loaded Multi-Span Beam n' .4=` 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx11.25INx14.5FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:51.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.23 IN U742 Dead Load 0.02 in Total Load 0.25 IN L/696 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 1450 lb 1450 lb Dead Load 95 lb 95 lb Total Load 1545 lb 1545 lb Bearing Length 0.45 in 0.45 in BEAM DATA Center A 14.5 ft Span Length 14.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 14.5 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 13 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 213 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: Emin= 470 ksi E_min'= 470 ksi Comp.1 to Grain: Fc- I = 625 psi Fc--t-'= 625 psi Controlling Moment: 5602 ft-lb 7.25 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 1545 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: Reo'd Provided Section Modulus: 76.82 in3 116.02 in3 Area(Shear): 13.63 in2 61.88 in2 Moment of Inertia(deflection): 316.54 in4 652.59 in4 Moment: 5602 ft-lb 8459 ft-lb Shear: 1545 lb 7013 lb Project: M-3032 ESTLAND HANSEN LOT 17 page W Mark Stewart Location:m-17 Mark Stewart Home Design Multi-Loaded Multi-Span Beam aiC'` 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] mss^" Sherwood,OR 97140 3.5 INx11.25INx4.0FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:268.3% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.01 IN L/8961 Dead Load 0.00 in Total Load 0.01 IN L/8841 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 773 lb 773 lb Dead Load 17 lb 17 lb Total Load 789 lb 789 lb Bearing Length 0.36 in 0.36 in BEAM DATA Center an Span Length 4 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 4 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 0 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 8 plf #2-Douglas-Fir-Larch(North) Total Uniform Load 8 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 850 psi Fb'= 935 psi Load Number One Cd=1.00 CF=1.10 Live Load 1545 lb Shear Stress: Fv= 180 psi Fv'= 180 psi Dead Load 0 lb Cd=1.00 Location 2 ft Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min. Mod. of Elasticity: Emin= 580 ksi E_min'= 580 ksi Comp.--to Grain: Fc- I = 625 psi Fc- L'= 625 psi Controlling Moment: 1562 ft-lb 2.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -789 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: 20.04 in3 73.83 in3 Area(Shear): 6.58 in2 39.38 int Moment of Inertia(deflection): 16.68 in4 415.28 in4 Moment: 1562 ft-lb 5752 ft-lb Shear: -789 lb 4725 lb Project:M-3032 WESTLAND HANSEN LOT 17 page Mark Stewart Location:m-18 Siy -, Mark Stewart Home Design Multi-Loaded Multi-Span Beam �b .; 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 6.75 IN x 16.5 IN x 23.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:8.2% LOADING DIAGRAM Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.71 IN L/389 Dead Load 0.03 in Total Load 0.74 IN L/372 2 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:L/240 REACTIONS A B Live Load 5030 lb 7183 lb Dead Load 278 lb 278 lb Total Load 5308 lb 7461 lb Bearing Length 1.21 in 1.70 in BEAM DATA Center 23 ft B Span Length 23 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 23 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 55 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.03 Beam Self Weight 24 plf Notch Depth 0.00 Total Uniform Load 79 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 789 lb 3919 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2241 psi Location 14.5 ft 20 ft Cd=1.00 Cv=0.93 Shear Stress: Fv= 265 psi Fv'= 265 psi TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E= 1800 ksi Left Live Load 320 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.1 to Grain: Fc--L= 650 psi Fc-1'= 650 psi Right Live Load 320 plf Right Dead Load 0 plf Controlling Moment: 35290 ft-lb Load Start 0 ft 13.34 Ft from left support of span 2(Center Span) Load End 19.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 19.5 ft Controlling Shear: -7461 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: 188.96 in3 306.28 in3 Area(Shear): 42.23 in2 111.38 in2 Moment of Inertia(deflection): 2335.83 in4 2526.82 in4 Moment: 35290 ft-lb 57202 ft-lb Shear: -7461 lb 19676 lb page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart / Location:M-19-A .iN Mark Stewart Home Design Multi-Loaded Multi-Span Beam , "I 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.51N x 12.0 IN x 9.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:52.4% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.16 IN L/714 Dead Load 0.00 in Total Load 0.16 IN U706 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 6055 lb 3306 lb Dead Load 68 lb 68 lb Total Load 6123 lb 3374 lb Bearing Length 1.71 in 0.94 in BEAM DATA Center A 9.5 ft 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 Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 14 plf Notch Depth 0.00 Total Uniform Load 214 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 7461 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 3 ft Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-I-to Grain: Fc- 1 = 650 psi Fc-1-'= 650 psi Controlling Moment: 17325 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: 6123 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: 86.62 in3 132 in3 Area(Shear): 34.66 in2 66 in2 Moment of Inertia(deflection): 399.21 in4 792 in4 Moment: 17325 ft-lb 26400 ft-lb Shear: 6123 lb 11660 lb page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart / Location:M-19 Mark Stewart Home Design Multi-Loaded Multi-Span Beam �# ally 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 10.75 INx16.5INx16.5FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:9.3% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.50 IN U394 Dead Load 0.01 in Total Load 0.51 IN L/387 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: L/240 1 2 REACTIONS A Live Load 17685 lb 11586 lb Dead Load 317 lb 317 lb Total Load 18002 lb 11903 lb Bearing Length 2.58 in 1.70 in -- BEAM DATA CenterA 16.5 ft 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 100 plf CamberAdj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.01 Beam Self Weight 38 plf Notch Depth 0.00 Total Uniform Load 138 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 14140 lb 13481 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fbcmpr= 1850 psi Fb'= 2211 psi Location 3.5 ft 9.5 ft Cd-=1.00 Cv=0.92 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min. Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc--I-= 650 psi Fc- L'= 650 psi Controlling Moment: 79689 ft-lb 9.4 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 18002 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: 432.41 in3 487.78 in3 Area(Shear): 101.9 in2 177.38 in2 Moment of Inertia(deflection): 3680.58 in4 4024.2 in4 Moment: 79689 ft-lb 89893 ft-lb Shear: 18002 lb 31336 lb 1 page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart / Location:x-2 Stru :\ Mark Stewart Home Design Multi-Loaded Multi-Span Beam °au° 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 8.75 IN x 18.0 IN x 23.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:24.5% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.62 IN L/448 Dead Load 0.03 in Total Load 0.64 IN U429 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A Live Load 7292 lb 13237 lb 2 Dead Load 393 lb 393 lb Total Load 7685 lb 13630 lb Bearing Length 1.35 in 2.40 in -311_ BEAM DATA Center 2a ft Span Length 23 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 23 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 550 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.03 Beam Self Weight 34 plf Notch Depth 0.00 Total Uniform Load 584 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 6947 lb 932 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2165 psi Location 20 ft 21.5 ft Cd=1.00 Cv=0.90 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: Emin= 930 ksi E_min'= 930 ksi Comp.- to Grain: Fc- = 650 psi Fc- = 650 psi Controlling Moment: 50546 ft-lb 13.11 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -13630 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: 280.18 in3 472.5 in3 Area(Shear): 77.15 in2 157.5 in2 Moment of Inertia(deflection): 3414.92 in4 4252.5 in4 Moment: 50546 ft-lb 85239 ft-lb Shear: -13630 lb 27825 lb page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart / Location:M-6 1) Mark Stewart Home Design Multi-Loaded Multi-Span Beam „ a 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.51N x 12.0 IN x 12.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:51 PM Section Adequate By:20.2% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.35 IN U433 Dead Load 0.01 in Total Load 0.35 IN L/426 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 5625 lb 5625 lb Dead Load 89 lb 89 lb Total Load 5714 lb 5714 lb w Bearing Length 1.60 in 1.60 in BEAM DATA Center Span Length 12.5 ft Unbraced Length-Top 0 ft 111111111111 Unbraced Length-Bottom 12.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 900 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.01 Beam Self Weight 14 plf Notch Depth 0.00 Total Uniform Load 914 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2400 psi Cd=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc--i-= 650 psi Fc--t-'= 650 psi Controlling Moment: 17858 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: -5714 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: 89.29 in3 132 in3 Area(Shear): 32.35 in2 66 in2 Moment of Inertia(deflection): 659.07 in4 792 in4 Moment: 17858 ft-lb 26400 ft-lb Shear: -5714 lb 11660 lb page Project: M-3032 WESTLAND HANSEN LOT 17 Mark Stewart ` Location:M-2 ,qt, ,, Mark Stewart Home Design / Multi-Loaded Multi-Span Beam �lta 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] '',,,,,000.'"-- Sherwood,OR 97140 6.75 IN x 12.0 IN x 15.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:52 PM Section Adequate By:20.3% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.42 IN U433 Dead Load 0.01 in Total Load 0.43 IN L/422 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 5042 lb 4208 lb Dead Load 132 lb 132 lb Total Load 5173 lb 4340 lb Bearing Length 1.18 in 0.99 in ------ f BEAM DATA Center A 15ft B Span Length 15 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 15 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 450 plf Camber Adj.Factor 1.5 Uniform Dead Load 0 plf Camber Required 0.02 Beam Self Weight 18 plf Notch Depth 0.00 Total Uniform Load 468 plf MATERIAL PROPERTIES TRAPEZOIDAL LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Left Live Load 250 plf Bending Stress: Fb= 2400 psi Controlled by: Left Dead Load 0 plf Fb_cmpr= 1850 psi Fb'= 2400 psi Right Live Load 250 plf Cd=1.00 Right Dead Load 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Load Start 0 ft Cd=1.00 Load End 10 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Length 10 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-l-to Grain: Fc-1= 650 psi Fc-1'= 650 psi Controlling Moment: 18649 ft-lb 7.2 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5173 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: 93.25 in3 162 in3 Area(Shear): 29.28 in2 81 in2 Moment of Inertia(deflection): 807.71 in4 972 in4 Moment: 18649 ft-lb 32400 ft-lb Shear: 5173 lb 14310 lb page Project:M-3032 WESTLAND HANSEN LOT 17 Mark Stewart / Location:M-3 ', Mark Stewart Home Design Multi-Loaded Multi-Span Beam ` : 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 6.75 IN x 12.0IN x 16.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 4/28/2017 3:32:52 PM Section Adequate By:6.4% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.52 IN L/383 Dead Load 0.02 in Total Load 0.53 IN L/371 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 4045 lb 2701 lb Dead Load 145 lb 145 lb Total Load 4190 lb 2845 lb Bearing Length 0.96 in 0.65 in --- — BEAM DATA Center A 16.5 ft A 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 110 plf CamberAdj.Factor 1 Uniform Dead Load 0 plf Camber Required 0.02 Beam Self Weight 18 plf Notch Depth 0.00 Total Uniform Load 128 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 4931 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2392 psi Location 6 ft Cd-1.00 Cv=1.00 Shear Stress: Fv= 265 psi Fv'= 265 psi Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc- L= 650 psi Fc- '= 650 psi Controlling Moment: 22687 ft-lb 6.11 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 4190 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: 113.82 in3 162 in3 Area(Shear): 23.72 in2 81 in2 Moment of Inertia(deflection): 913.16 in4 972 in4 Moment: 22687 ft-lb 32289 ft-lb Shear: 4190 lb 14310 lb