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Report (14) AUST O/4 - 007n- /`/y_ b S1) , Project: H&H LOT 12 REVI M-2902-LEG .,4: s t f `, ' Mark Stewart page Location:gt for loading only not installed as a beam "' - i Mark Stewart Home Design Multi-Loaded Multi-Span Beam a ' 22582 SW Main St.#309 or [2009 International Building Code(2005 NDS)] J U N 2 1 2'i 16 Sherwood,OR 97140 6.75 IN x 16.5 IN x 19.5 FT 24F-V4-Visually Graded Western Species-Dry Use;"t * ' i' .'i Xi;i StruCalc Version 8.0.113.0 6/20/2016 10:38:50 AM Section Adequate By:2.5% LOADING DIAGRAM Controlling Factor:Deflection ` . ±,�N., 1 a�'1 ,A.-"4°1 '""k,, a , DEFLECTIONS Center ` sIm Live Load 0.63 IN 0369 ' Dead Load 0.02 in ‘6 Total Load 0.65 IN U359 FIJI �Q Live Load Deflection Criteria:0360 Total Load Deflection Criteria:U240 Ci'% 0i 1 REACTIONS A B CVO( L0*kP1 . O Live Load 8775 lb 6075 lb 13011-0't 1 - t Dead Load 235 lb 235 lb Total Load 9010 lb 6310 lb Bearing Length 2.05 in 1.44 in , - BEAM DATA Center 19.5 ft Span Length 19.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 19.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 0 plf CamberAdj.Factor 1 Uniform Dead Load 0 plf Camber Required 0.02 Notch Depth 0.00 Beam Self Weight 24 plf Total Uniform Load 24 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 2700 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2278 psi Location 13.5 ft Cd=1.00 Cv=0.95 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 900 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.-I-to Grain: Fc--L= 650 psi Fc-1'= 650 psi Right Live Load 900 plf Right Dead Load 0 plf Controlling Moment: 43926 ft-lb Load Start 0 ft 9.75 Ft from left support of span 2(Center Span) Load End 13.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 13.5 ft Controlling Shear: 9010 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: 231.35 in3 306.28 in3 Area(Shear): 51 in2 111.38 in2 Moment of Inertia(deflection): 2466.22 in4 2526.82 in4 Moment: 43926 ft-lb 58154 ft-lb Shear: 9010 lb 19676 lb Project: H&H LOT 12 REVI M-2902-LEG page 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 3.5 IN x 11.25 IN x 4.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:50 AM Section Adequate By:415.2% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.00 IN UMAX Dead Load 0.00 in Total Load 0.00 IN UMAX Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 900 lb 900 lb Dead Load 17 lb 17 lb Total Load 917 lb 917 lb Bearing Length 0.42 in 0.42 in r BEAM DATA Center 4n 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 450 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 9 plf #2-Douglas-Fir-Larch Total Uniform Load 459 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 990 psi Cd=1.00 CF=1.10 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Min.Mod.of Elasticity: E_min= 580 ksi E_min'= 580 ksi Comp. 1 to Grain: Fc- L= 625 psi Fc- = 625 psi Controlling Moment: 917 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: -917 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: 11.12 in3 73.83 in3 Area(Shear): 7.64 in2 39.38 in2 Moment of Inertia(deflection): 12.15 in4 415.28 in4 Moment: 917 ft-lb 6091 ft-lb Shear: -917 lb 4725 lb page ,Project: H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-4 0.1 Mark Stewart Home Design Multi-Loaded Multi-Span Beam 34,47 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.5 INx11.25INx18.0FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 6/20/2016 10:38:50 AM Section Adequate By:31.0% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.46 IN U472 Dead Load 0.03 in Total Load 0.49 IN L/438 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS A_ Live Load 1194 lb 1703 lb Dead Load 111 lb 111 lb Total Load 1305 lb 1814 lb Bearing Length 0.50 in 0.69 in BEAM DATA Center 1atc Span Length 18 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 18 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 110 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 12 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 122 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2921 psi Load Number One Cd=1.00 CF=1.01 Live Load 917 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 14 ft Modulus of Elasticity: E= 2000 ksi Y s E'= 2000 ksi Comp.-L to Grain: Fc- = 750 psi Fc-1'= 750 psi Controlling Moment: 6957 ft-lb 10.62 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -1814 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: 28.58 in3 73.83 in3 Area(Shear): 9.38 in2 39.38 in2 Moment of Inertia(deflection): 316.93 in4 415.28 in4 Moment: 6957 ft-lb 17970 ft-lb Shear: -1814 lb 7613 lb Project: H&H LOT 12 REVI M-2902-LEG Page Mark Stewart Location:Master bedroom header �� Mark Stewart Home Design Multi-Loaded Multi-Span Beam f'' 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 10.5 IN x 8.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:51 AM Section Adequate By:82.2% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.13 IN L/732 Dead Load 0.00 in Total Load 0.13 IN U726 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 4580 lb 5170 lb TR1 Dead Load 47 lb 47 lb Total Load 4626 lb 5217 lb W Bearing Length 1.39 in 1.57 in BEAM DATA Center 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 150 plf CamberAdj. Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 12 plf Notch Depth 0.00 Total Uniform Load 162 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 2700 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 6.5 ft Cd=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 900 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp. to Grain: Fc-1= 650 psi Fc-- '= 650 psi Right Live Load 900 plf Right Dead Load 0 plf Controlling Moment: 10079 ft-lb Load Start 0 ft 4.32 Ft from left support of span 2(Center Span) Load End 6.5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 6.5 ft Controlling Shear: -5217 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Reo'd Provided Section Modulus: 50.4 in3 94.17 in3 Area(Shear): 29.53 in2 53.81 in2 Moment of Inertia(deflection): 243.04 in4 494.4 in4 Moment: 10079 ft-lb 18834 ft-lb Shear: -5217 lb 9507 lb Project: H&H LOT 12 REVI M-2902-LEG page Mark Stewart Location:H-1Mark Stewart Home Design / Multi-Loaded Multi-Span Beam I` 22582 SW Main St.#309 of [2009 International Building Code( Sherwood,OR 97140 5.125 IN x 12.0 IN x 8.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:51 AM Section Adequate By: 19.1% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.09 IN L/1054 Dead Load 0.00 in Total Load 0.09 IN L/1044 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A_ Live Load 4525 lb 9071 lb Dead Load 53 lb 53 lb Total Load 4578 lb 9125 lb Bearing Length 1.37 in 2.74 in BEAM DATA Center err 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 1000 plf CamberAdj.Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 1013 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 5596 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 7.25 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.1 to Grain: Fc-1= 650 psi Fc- L'= 650 psi Controlling Moment: 10340 ft-lb 4.48 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -9125 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: 51.7 in3 123 in3 Area(Shear): 51.65 in2 61.5 in2 Moment of Inertia(deflection): 252 in4 738 in4 Moment: 10340 ft-lb 24600 ft-lb Shear: -9125 lb 10865 lb Page •Project:H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:H-2 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 10.5 IN x 3.5 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:51 AM Section Adequate By:62.5% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.01 IN U5778 Dead Load 0.00 in Total Load 0.01 IN U5743 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A_ Live Load 5828 lb 2430 lb Dead Load 20 lb 20 lb Total Load 5849 lb 2450 lb Bearing Length 1.76 in 0.74 in BEAM DATA Center 3.5 ft B Span Length 3.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 3.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 1000 plf CamberAdj. Factor 1 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 12 plf Notch Depth 0.00 Total Uniform Load 1012 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adiusted Live Load 4758 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 0.5 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. L to Grain: Fc- L= 650 psi Fc- = 650 psi Controlling Moment: 2967 ft-lb 1.08 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5849 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: 14.83 in3 94.17 in3 Area(Shear): 33.11 in2 53.81 in2 Moment of Inertia(deflection): 30.8 in4 494.4 in4 Moment: 2967 ft-lb 18834 ft-lb Shear: 5849 lb 9507 lb page •Project: H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:H-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 5.125 IN x 12.0 IN x 5.0 FT ' 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:51 AM Section Adequate By: 14.2% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.04 IN U1686 Dead Load 0.00 in Total Load 0.04 IN U1679 Live Load Deflection Criteria:U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 4471 lb 9478 lb Dead Load 33 lb 33 lb TR1 Total Load 4505 lb 9511 lb Bearing Length 1.35 in 2.86 in �. BEAM DATA Center Span Length 5 ft11111111 Unbraced Length-Top 0 ft Unbraced Length-Bottom 5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 250 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 263 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Live Load 4199 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 TRAPEZOIDAL LOADS-CENTER SPAN Cd=1.00 Load Number One Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Left Live Load 7750 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 750 plf Right Dead Load 0 plf Controlling Moment: 12329 ft-lb Load Start 3 ft 3.0 Ft from left support of span 2(Center Span) Load End 5 ft Created by combining all dead loads and live loads on span(s)2 Load Length 2 ft Controlling Shear: -9511 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: Rea'd Provided Section Modulus: 61.64 in3 123 in3 Area(Shear): 53.84 in2 61.5 in2 Moment of Inertia(deflection): 157.59 in4 738 in4 Moment: 12329 ft-lb 24600 ft-lb Shear: -9511 lb 10865 lb Project:H&H LOT 12 REVI M-2902-LEG page Mark Stewart Location:M-7Mark Stewart Home Design Multi-Loaded Multi-Span Beam w P 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] 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 6/20/2016 10:38:52 AM Section Adequate By:9.5% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.50 IN U394 Dead Load 0.02 in Total Load 0.52 IN L/382 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 3300 lb 3300 lb Dead Load 110 lb 110 lb Total Load 3410 lb 3410 lb Bearing Length 1.02 in 1.02 in BEAM DATA Center 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 400 plf Camber Adj. Factor 1 Uniform Dead Load 0 plf Camber Required 0.02 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 413 plf MATERIAL PROPERTIES TRAPEZOIDAL LOADS-CENTER SPAN 24F-V4-Visually Graded Westem Species Load Number Two Base Values Adjusted Left Live Load 2 plf Bending Stress: Fb= 2400 psi Controlled by: Left Dead Load 0 plf Fb_cmpr= 1850 psi Fb'= 2400 psi Right Live Load 0 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 0 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Length 0 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.1 to Grain: Fc-1= 650 psi Fc--- = 650 psi Controlling Moment: 14066 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: -3410 lb 16.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 70.33 in3 123 in3 Area(Shear): 19.3 in2 61.5 in2 Moment of Inertia(deflection): 673.71 in4 738 in4 Moment: 14066 ft-lb 24600 ft-lb Shear: -3410 lb 10865 lb page Project: H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-7A ••:11Mark Stewart Home Design Multi-Loaded Multi-Span Beam x , 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 7.0 FT(6+1) 2.0 Rigidlam LVL-Roseburg Forest Products StruCalc Version 8.0.113.0 6/20/2016 10:38:52 AM Section Adequate By:580.9% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Right Live Load 0.01 IN U6579 -0.01 IN 204112 Dead Load 0.00 in 0.00 in Total Load 0.01 IN U6409 -0.01 IN 2U4012 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A Live Load 1650 lb 2192 lb Dead Load 45 lb 64 lb Total Load 1695 lb 2255 lb Uplift(1.5 F.S) -11 Ib 0 Ib Bearing Length 0.43 in 0.57 in Eft �tft—� BEAM DATA Center Right Span Length 6 ft 1 ft Unbraced Length-Top 0 ft 0 ft UNIFORM LOADS Center Right Unbraced Length-Bottom 6 ft 1 ft Uniform Live Load 550 plf 500 plf Live Load Duration Factor 1.00 Uniform Dead Load 0 plf 0 plf Notch Depth 0.00 Beam Self Weight 16 plf 16 plf MATERIAL PROPERTIES Total Uniform Load 566 plf 516 plf 2.0 Rigidlam LVL-Roseburg Forest Products Base Values Adjusted Bending Stress: Fb= 2900 psi Fb'= 2904 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 285 psi Fv'= 285 psi Cd=1.00 Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp. L to Grain: Fc- L= 750 psi Fc---'= 750 psi Controlling Moment: 2541 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: -1740 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Req'd Provided Section Modulus: 10.5 in3 123.39 in3 Area(Shear): 9.16 in2 62.34 in2 Moment of Inertia(deflection): 64.15 in4 732.62 in4 Moment: 2541 ft-lb 29858 ft-lb Shear: -1740 lb 11845 lb Project: H&H LOT 12 REVI M-2902-LEG page Mark Stewart Location:M-6 °> Mark Stewart Home Design Multi-Loaded Multi-Span Beam "."114140 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 16.0 IN x 21.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 6/20/2016 10:38:52 AM Section Adequate By:9.3% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.64 IN U394 Dead Load 0.03 in Total Load 0.67 IN L/375 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 5186 lb 5014 lb TR1 Dead Load 276 lb 276 lb Total Load 5461 lb 5290 lb W Bearing Length 1.39 in 1.34 in BEAM DATA Center Span Length 21 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 21 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 400 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 26 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 426 plf Base Values Adjusted TRAPEZOIDAL LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2809 psi Load Number One Cd=1.00 CF=0.97 Left Live Load 200 plf Shear Stress: Fv= 290 psi Fv'= 290 psi Left Dead Load 0 plf Cd=1.00 Right Live Load 200 plf Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Right Dead Load 0 plf Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi Load Start 5 ft Load End 14 ft Controlling Moment: 30832 ft-lb Load Length 9 ft 10.29 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 5461 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: Rea'd Provided Section Modulus: 131.73 in3 224 in3 Area(Shear): 28.25 in2 84 in2 Moment of Inertia(deflection): 1638.87 in4 1792 in4 Moment: 30832 ft-lb 52430 ft-lb Shear: 5461 lb 16240 lb Project: H&H LOT 12 REVI M-2902-LEG page Mark Stewart / Location:M-2 � Y Mark Stewart Home Design Multi-Loaded Multi-Span Beam - 1 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 16.0 IN x 15.5 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 6/20/2016 10:38:53 AM Section Adequate By: 12.6% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.46 IN L/405 Dead Load 0.01 in Total Load 0.47 IN U397 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria:0240 2 REACTIONS A B Live Load 9172 lb 8777 lb TR1 Dead Load 203 lb 203 lb Total Load 9375 lb 8981 lb W Bearing Length 2.38 in 2.28 in BEAM DATA Center Span Length 15.5 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 15.5 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 100 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 26 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 126 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2900 psi Fb'= 2809 psi Load Number One Two Cd=1.00 CF=0.97 Live Load 5849 lb 2450 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb 0 lb Cd=1.00 Location 3.25 ft 6.5 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.-I-to Grain: Fc- L= 750 psi Fc- = 750 psi TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Controlling Moment: 39292 ft-lb Left Live Load 900 plf 6.82 Ft from left support of span 2(Center Span) Left Dead Load 0 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 900 plf Controlling Shear: 9375 lb Right Dead Load 0 plf At left support of span 2(Center Span) Load Start 6.5 ft Created by combining all dead loads and live loads on span(s)2 Load End 15.5 ft Load Length 9 ft Comparisons with required sections: Req'd Provided Section Modulus: 167.87 in3 224 in3 Area(Shear): 48.49 in2 84 in2 Moment of Inertia(deflection): 1591.2 in4 1792 in4 Moment: 39292 ft-lb 52430 ft-lb Shear: 9375 lb 16240 lb page Project:H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-2A I Mark Stewart Home Design Multi-Loaded Multi-Span Beam • �.4-.-- 22582 SW Main St.#309 or [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.0 IN x 11.0 FT 24F-V4-Visually Graded Western Species Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:53 AM Section Adequate By:35.8% LOADING DIAGRAM Controlling Factor:Shear DEFLECTIONS Center Live Load 0.22 IN U594 Dead Load 0.00 in Total Load 0.23 IN L/585 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:L/240 2 REACTIONS A B 1 Live Load 6775 lb 7928 lb Dead Load 73 lb 73 lb Total Load 6849 lb 8001 lb Bearing Length 2.06 in 2.40 in _ , 4_ BEAM DATA Center 11 n 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 0 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 13 plf MATERIAL PROPERTIES POINT LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Two Base Values Adjusted Live Load 4578 lb 9125 lb Bending Stress: Fb= 2400 psi Controlled by: Dead Load 0 lb 0 lb Fb_cmpr= 1850 psi Fb'= 2400 psi Location 1 ft 9 ft Cd=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 1000 plf Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Left Dead Load 0 plf Comp.-L to Grain: Fc-1= 650 psi Fc--12= 650 psi Right Live Load 1000 plf Right Dead Load 0 plf Controlling Moment: 15871 ft-lb Load Start 0 ft 8.91 Ft from left support of span 2(Center Span) Load End 1 ft Created by combining all dead loads and live loads on span(s)2 Load Length 1 ft Controlling Shear: -8001 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: Re4'd Provided Section Modulus: 79.36 in3 123 in3 Area(Shear): 45.29 in2 61.5 in2 Moment of Inertia(deflection): 447.62 in4 738 in4 Moment: 15871 ft-lb 24600 ft-lb Shear: -8001 lb 10865 lb page Project:H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-1 �**,, Mark Stewart Home Design Multi-Loaded Multi-Span Beam ff 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 INx21.0INx22.0FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:53 AM Section Adequate By: 11.0% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.41 IN L/638 Dead Load 0.36 in Total Load 0.78 IN U340 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 6600 lb 6600 lb Dead Load 5775 lb 5775 lb Total Load 12375 lb 12375 lb Bearing Length 3.46 in 3.46 in w ., BEAM DATA Center 22ft B 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 600 plf Camber Adj.Factor 0 Uniform Dead Load 500 plf Camber Required 0 Beam Self Weight 25 plf Notch Depth 0.00 Total Uniform Load 1125 plf MATERIAL PROPERTIES 24F-V4-Visually Graded Western Species Base Values Adjusted Bending Stress: Fb= 2400 psi Controlled by: Fb_cmpr= 1850 psi Fb'= 2243 psi Cd=1.00 Cv=0.93 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- L= 650 psi Fc--i-'= 650 psi Controlling Moment: 68065 ft-lb 11.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 12375 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: 364.15 in3 404.25 in3 Area(Shear): 70.05 in2 115.5 in2 Moment of Inertia(deflection): 2994.37 in4 4244.63 in4 Moment: 68065 ft-lb 75559 ft-lb Shear: 12375 lb 20405 lb Project: H&H LOT 12 REVI M-2902-LEG page Mark Stewart Location:M-8 ; Mark Stewart Home Design Multi-Loaded Multi-Span Beam °1 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.125 IN x 12.0 IN x 16.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:53 AM Section Adequate By:26.4% LOADING DIAGRAM Controlling Factor:Deflection DEFLECTIONS Center Live Load 0.42 IN U455 Dead Load 0.01 in Total Load 0.44 IN U440 Live Load Deflection Criteria: U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 2359 lb 3541 lb TR1 Dead Load 107 lb 107 lb Total Load 2466 lb 3647 lb Bearing Length 0.74 in 1.09 in BEAM DATA Center Span Length 16 ft Unbraced Length-Top 0 ft 1111111111117 Unbraced Length-Bottom 16 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 200 plf Camber Adj.Factor 0 Uniform Dead Load 0 plf Camber Required 0 Beam Self Weight 13 plf Notch Depth 0.00 Total Uniform Load 213 plf MATERIAL PROPERTIES TRAPEZOIDAL LOADS-CENTER SPAN 24F-V4-Visually Graded Western Species Load Number One Base Values Adjusted Left Live Load 300 plf Bending Stress: Fb= 2400 psi Controlled by: Left Dead Load 0 plf Fb_cmpr= 1850 psi Fb'= 2400 psi Right Live Load 300 plf Cd=1.00 Right Dead Load 0 plf Shear Stress: Fv= 265 psi Fv'= 265 psi Load Start 7 ft Cd=1.00 Load End 16 ft Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Load Length 9 ft Min.Mod.of Elasticity: E_min= 930 ksi E_min'= 930 ksi Comp.-L to Grain: Fc-1= 650 psi Fc---'= 650 psi Controlling Moment: 12956 ft-lb 8.96 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: -3647 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: 64.78 in3 123 in3 Area(Shear): 20.64 in2 61.5 in2 Moment of Inertia(deflection): 583.84 in4 738 in4 Moment: 12956 ft-lb 24600 ft-lb Shear: -3647 lb 10865 lb page Project: H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-8A - 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 IN x 9.5 IN x 9.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:54 AM Section Adequate By: 16.5% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.14 IN L/748 Dead Load 0.00 in Total Load 0.15 IN L/731 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:L/240 REACTIONS A Live Load 2250 lb 2250 lb Dead Load 51 lb 51 lb Total Load 2301 lb 2301 lb Bearing Length 0.67 in 0.67 in BEAM DATA Center e n B Span Length 9 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 9 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 500 ptf Notch Depth 0.00 Uniform Dead Load 0 ptf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch Total Uniform Load 511 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.L to Grain: Fc- L= 625 psi Fc--- = 625 psi Controlling Moment: 5177 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: -2301 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: Redd Provided Section Modulus: 71 in3 82.73 in3 Area(Shear): 20.3 in2 52.25 in2 Moment of Inertia(deflection): 189.23 in4 392.96 in4 Moment: 5177 ft-lb 6032 ft-lb Shear: -2301 lb 5922 lb Project: H&H LOT 12 REVI M-2902-LEG page Mark Stewart / Location: D-1 � Mark Stewart Home Design Multi-Loaded Multi-Span Beam ,140:1 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.5 IN x 9.5 IN x 10.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:54 AM Section Adequate By:33.6% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.15 IN 11779 Dead Load 0.00 in Total Load 0.16 IN U754 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A Live Load 1750 lb 1750 lb Dead Load 57 lb 57 lb Total Load 1807 lb 1807 lb Bearing Length 0.53 in 0.53 in BEAM DATA Center lO ft Span Length 10 ft B Unbraced Length-Top 0 ft Unbraced Length-Bottom 10 ft UNIFORM LOADS Center Live Load Duration Factor 1.00 Uniform Live Load 350 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 11 plf #2-Douglas-Fir-Larch Total Uniform Load 361 plf Base Values Adjusted Bending Stress: Fb= 875 psi Fb'= 875 psi Cd=1.00 CF=1.00 Shear Stress: Fv= 170 psi Fv'= 170 psi Cd=1.00 Modulus of Elasticity: E= 1300 ksi E'= 1300 ksi Min. Mod.of Elasticity: E_min= 470 ksi E_min'= 470 ksi Comp.1 to Grain: Fc- L= 625 psi Fc--- = 625 psi Controlling Moment: 4517 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: 1807 lb At left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Redd Provided Section Modulus: 61.94 in3 82.73 in3 Area(Shear): 15.94 in2 52.25 in2 Moment of Inertia(deflection): 181.7 in4 392.96 in4 Moment: 4517 ft-lb 6032 ft-lb Shear: 1807 lb 5922 lb ' page Project:H&H LOT 12 REVI M-2902-LEG Mark Stewart / Location: D-2 Mark Stewart Home Design Multi-Loaded Multi-Span Beam mak : 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 3.51N x 7.25 IN x 4.0 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 8.0.113.0 6/20/2016 10:38:54 AM Section Adequate By: 195.7% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.02 IN U2964 Dead Load 0.00 in Total Load 0.02 IN L/2932 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 1000 lb 1000 lb Dead Load 11 lb 11 lb Total Load 1011 lb 1011 lb Bearing Length 0.46 in 0.46 in BEAM DATA enter 1111111111111111111!"11111111111111111 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 500 plf Notch Depth 0.00 Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 6 plf #2-Douglas-Fir-Larch Total Uniform Load 506 plf Base Values Adjusted Bending Stress: Fb= 900 psi Fb'= 1170 psi Cd=1.00 CF=1.30 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.-I-to Grain: Fc- L= 625 psi Fc = 625 psi Controlling Moment: 1011 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: -1011 lb At right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Comparisons with required sections: Req'd Provided Section Modulus: 10.37 in3 30.66 in3 Area(Shear): 8.43 in2 25.38 in2 Moment of Inertia(deflection): 13.5 in4 111.15 in4 Moment: 1011 ft-lb 2989 ft-lb Shear: -1011 lb 3045 lb page Project: H&H LOT 12 REVI M-2902-LEG Mark Stewart Location:M-5 Mark Stewart Home Design Multi Loaded Multi Span Beam ,�, s 22582 SW Main St.#309 of [2009 International Building Code(2005 NDS)] Sherwood,OR 97140 5.25 IN x 11.875 IN x 8.0 FT 2.0E Parallam-iLevel Trus Joist StruCalc Version 8.0.113.0 6/20/2016 10:38:54 AM Section Adequate By:22.9% LOADING DIAGRAM Controlling Factor:Moment DEFLECTIONS Center Live Load 0.16 IN U607 Dead Load 0.00 in 1 Total Load 0.16 IN L/602 Live Load Deflection Criteria:L/360 Total Load Deflection Criteria:0240 REACTIONS A B Live Load 5861 lb 8850 lb TR1 Dead Load 78 lb 78 lb Total Load 5939 lb 8928 lb W Bearing Length 1.51 in 2.27 in --- - -- --�-` - BEAM DATA Center Span Length 8 ft111111111111' - Unbraced Length-Top 0 ft Unbraced Length-Bottom 8 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 19 plf 2.0E Parallam-iLevel Trus Joist Total Uniform Load 219 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 9511 lb Shear Stress: Fv= 290 psi Fv'= 290 psi Dead Load 0 lb Cd=1.00 Location 4.5 ft Modulus of Elasticity: E= 2000 ksi E'= 2000 ksi Comp.1 to Grain: Fc-1= 750 psi Fc-1'= 750 psi TRAPEZOIDAL LOADS-CENTER SPAN Load Number One Controlling Moment: 24300 ft-lb Left Live Load 900 plf 4.48 Ft from left support of span 2(Center Span) Left Dead Load 0 plf Created by combining all dead loads and live loads on span(s)2 Right Live Load 900 plf Controlling Shear: -8928 lb Right Dead Load 0 plf At right support of span 2(Center Span) Load Start 4 ft Created by combining all dead loads and live loads on span(s)2 Load End 8 ft Load Length 4 ft Comparisons with required sections: Read Provided Section Modulus: 100.44 in3 123.39 in3 Area(Shear): 46.18 in2 62.34 in2 Moment of Inertia(deflection): 434.61 in4 732.62 in4 Moment: 24300 ft-lb 29854 ft-lb Shear: -8928 lb 12053 lb