Loading...
Plans (69) /1.S71s —027 2f > //64/49 5?-t) d?: y,frie. , ALAN 1.............41 ECE I VE D DESIGN ASSOCIATES, I NJg1. 19 2017 CITY OF TgupaiD BUILDING DMSIONR OPTION PLAN 1144 . BY: L. H .L. HOMES (TRUSS ROOF DESIGN) GRAVITY LOADS BASED ON AFPA NDS-12 FLOOR - 40# LIVE, 10# DEAD ROOF - 25# SNOW 15# DEAD (SHAKE/COMP) 19# DEAD (CONC. TILE) CEILING - 20# LIVE, 10# DEAD DECKS - 40# LIVE, 10# DEAD EXITS/STAIRS - 50# TOTAL LOAD BEAM CALCULATIONS ALAN MASCORD DESIGN ASSOCIATES,INC. 2187 N.W.Reed St.Suite#100 PORTLAND,OR. 97210 page Project:1144 LHL HOMES 1111 Patrick J. Burke Location:M1 -16/0 GAR DR HDR Alan Mascord Design Associates, Inc. Multi-Loaded Multi-Span Beam 2187 NW Reed St.Suite 100 or [2012 International Building Code(2012 NDS)] , .� ,.Portland,OR 97210 5.125 IN x 15.0 IN x 16.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By:4.0% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.30 IN L/635 Dead Load 0.21 in Total Load 0.51 IN L/374 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 REACTIONS A B 1 Live Load 4307 lb 3478 lb Dead Load 3003 lb 2450 lb Total Load 7310 lb 5928 lb Bearing Length 2.19 in 1.78 in TR2 TR3 BEAM DATA Center Span Length 16 ft Unbraced Length-Top 0 ft 16 ft Unbraced Length-Bottom 16 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 Camber Required 0.21 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 17 plf 24F-V4-Visually Graded Western Species Total Uniform Load 17 plf Base Values Adjusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 1886 lb Cd=1.00 Dead Load 1257 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.±to Grain: Fc-±= 650 psi Fc--1-'= 650 psi Load Number One Two Three Left Live Load 76 plf 529 plf 328 plf Controlling Moment: 29063 ft-lb Left Dead Load 50 plf 353 plf 218 plf 7.2 Ft from left support of span 2(Center Span) Right Live Load 76 plf 529 plf 328 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 50 plf 353 plf 218 plf Controlling Shear: 7310 lb Load Start 0 ft 3 ft 10 ft At left support of span 2(Center Span) Load End 3 ft 10 ft 16 ft Created by combining all dead loads and live loads on span(s)2 Load Length 3 ft 7 ft 6 ft Comparisons with required sections: Req'd Provided Section Modulus: 145.31 in3 192.19 in3 Area(Shear): 41.38 in2 76.88 in2 Moment of Inertia(deflection): 1386.49 in4 1441.41 in4 Moment: 29063 ft-lb 38438 ft-lb Shear: 7310 lb 13581 lb NOTES a' page ''Project: 1144 LHL HOMES Patrick J.Burke Location:M2-DINING PATIO DR HDR �® Alan Mascord Design Associates,Inc. Multi-Loaded Multi-Span Beam 111111 2187 NW Reed St.Suite 100 of [2012 International Building Code(2012 NDS)] J ,-Portland,OR 97210 3.5INx9.25INx6.OFT - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By: 15.0% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN L/1764 Dead Load 0.03 in Total Load 0.07 IN L/1051 Live Load Deflection Criteria: 0480 Total Load Deflection Criteria:U360 REACTIONS A B Live Load 1551 lb 1551 lb Dead Load 1053 lb 1053 lb Total Load 2604 lb 2604 lb Bearing Length 1.19 in 1.19 in w BEAM DATA Center n . Span Length 6 ft Unbraced Length-Top O ft A 6 ft B Unbraced Length-Bottom 6 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 517 plf #2-Douglas-Fir-Larch Uniform Dead Load 344 plf Base Values Adjusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1080 psi Total Uniform Load 868 plf 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 Comp.-I-to Grain: Fc = 625 psi Fc- = 625 psi Controlling Moment: 3906 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: 2604 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: 43.4 in3 49.91 in3 Area(Shear): 21.7 in2 32.38 in2 Moment of Inertia(deflection): 79.09 in4 230.84 in4 Moment: 3906 ft-lb 4492 ft-lb Shear: 2604 lb 3885 lb NOTES page Project: 1144 LHL HOMES 11111Patrick J.Burke N Location:M3-DINING/GREAT RM OPN'G HDR Alan Mascord Design Associates,Inc. Multi Loaded Multi-Span Beam MI 2187 NW Reed St.Suite 100 of [2012 International Building Code(2012 NDS)] ___ .4 4yi`:_Portland,OR 97210 5.125 IN x 10.5 IN x 11.0 FT 24F-V4-Visually Graded Western Species-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By:9.0% Controlling Factor:Deflection DEFLECTIONS Center LOADING DIAGRAM Live Load 0.20 IN L/662 Dead Load 0.14 in Total Load 0.34 IN L/393 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A B 1 Live Load 2525 lb 2004 lb Dead Load 1746 lb 1397 lb Total Load 4271 lb 3401 lb 2 L Bearing Length 1.28 in 1.02 in TR1 BEAM DATA Center Span Length 11 ft Unbraced Length-Top 0 ft li ft e Unbraced Length-Bottom 11 ft Live Load Duration Factor 1.00 Camber Adj. Factor 1 UNIFORM LOADS Center Camber Required 0.14 Notch Depth 0.00 Uniform Live Load 0 plf Uniform Dead Load 0 plf MATERIAL PROPERTIES Beam Self Weight 12 plf 24F-V4-Visually Graded Western Species Total Uniform Load 12 plf Base Values Adiusted POINT LOADS-CENTER SPAN Bending Stress: Fb= 2400 psi Controlled by: Load Number One Two Fb_cmpr= 1850 psi Fb'= 2400 psi Live Load 2472 lb 871 lb Cd=1.00 Dead Load 1648 lb 580 lb Shear Stress: Fv= 265 psi Fv'= 265 psi Location 3.34 ft 7.34 ft Cd=1.00 Modulus of Elasticity: E= 1800 ksi E= 1800 ksi TRAPEZOIDAL LOADS-CENTER SPAN Comp.1 to Grain: Fc--I-= 650 psi Fc--1-'= 650 psi Load Number One Two Left Live Load 227 plf 76 plf Controlling Moment: 14215 ft-lb Left Dead Load 151 plf 50 plf 3.63 Ft from left support of span 2(Center Span) Right Live Load 227 plf 76 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 151 plf 50 plf Controlling Shear: 4271 lb Load Start 3.34 ft 7.34 ft At left support of span 2(Center Span) Load End 7.34 ft 11 ft Created by combining all dead loads and live loads on span(s)2 Load Length 4 ft 3.66 ft Comparisons with required sections: Req'd Provided Section Modulus: 71.07 in3 94.17 in3 Area(Shear): 24.17 in2 53.81 in2 Moment of Inertia(deflection): 453.42 in4 494.4 in4 Moment: 14215 ft-lb 18834 ft-lb Shear: 4271 lb 9507 lb NOTES page ,Project: 1144 LHL HOMES Patrick J. Burke Location:M4-BM 0/GREAT RM-BUILT-INS �� Alan Mascord Design Associates,Inc. Multi-Loaded Multi-Span Beam 2187 NW Reed St.Suite 100 0f [2012 International Building Code(2012 NDS)] _r,,, r +':_Portland,OR 97210 3.5INx7.251Nx5.OFT - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By: 14.2% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.03 IN L/1764 Dead Load 0.02 in Total Load 0.06 IN L/1051 Live Load Deflection Criteria: 1J480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 909 lb 720 lb Dead Load 618 lb 492 lb Total Load 1527 lb 1212 lb Bearing Length 0.70 in 0.55 in TR1 BEAM DATA Center Span Length 5 ft Unbraced Length-Top 0 ft • 5 ft B Unbraced Length-Bottom 5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb= 900 psi Fb'= 1170 psi Total Uniform Load 6 plf Cd=1.00 CF=1.30 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 871 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 580 lb Comp.-L to Grain: Fc-J-= 625 psi Fc--t-'= 625 psi Location 2.5 ft Controlling Moment: 2618 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 2.5 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 227 plf 76 plf Controlling Shear: 1527 lb Left Dead Load 151 plf 50 plf At left support of span 2(Center Span) Right Live Load 227 plf 76 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 151 plf 50 plf Load Start Oft 2.5 ft Comparisons with required sections: Reo'd Provided Load End 2.5 ft 5 ft Section Modulus: 26.86 in3 30.66 in3 Load Length 2.5 ft 2.5 ft Area(Shear): 12.72 in2 25.38 in2 Moment of Inertia(deflection): 38.07 in4 111.15 in4 Moment: 2618 ft-lb 2989 ft-lb Shear: 1527 lb 3045 lb NOTES page Project: 1144 LHL HOMES 11111 Patrick J.Burke Location:M5-FLUSH HDR 0/GREAT RM FIREPLACE Alan Mascord Design Associates, Inc. / Multi-Loaded Multi Span Beam 2187 NW Reed St.Suite 100 of [2012 International Building Code(2012 NDS)] r0,4':-Portland,OR 97210 3.5 IN x 9.25 IN x 4.5 FT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By:2.3% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN L/2660 Dead Load 0.01 in Total Load 0.03 IN L/1584 Live Load Deflection Criteria: 1/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 881 lb 1932 lb Dead Load 606 lb 1310 lb Total Load 1487 lb 3242 lb Bearing Length 0.68 in 1.48 in TR1 BEAM DATA Center Span Length 4.5 ft Unbraced Length-Top 0 ft 4.5 ft Unbraced Length-Bottom 4.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adiusted Beam Self Weight 7 plf Bending Stress: Fb= 900 psi Fb'= 1080 psi Total Uniform Load 7 plf Cd=1.00 CF=1.20 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 2472 lb Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 1658 lb Comp.-l-to Grain: Fc- L= 625 psi Fc--L'= 625 psi Location 3 ft Controlling Moment: 4389 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 3.02 Ft from left support of span 2(Center Span) Load Number One Created by combining all dead loads and live loads on span(s)2 Left Live Load 227 plf Controlling Shear: -3242 lb Left Dead Load 151 plf 5.0 Ft from left support of span 2(Center Span) Right Live Load 227 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 151 plf Load Start 3 ft Comparisons with required sections: Rea'd Provided Load End 4.5 ft Section Modulus: 48.77 in3 49.91 in3 Load Length 1.5 ft Area(Shear): 27.01 in2 32.38 in2 Moment of Inertia(deflection): 52.46 in4 230.84 in4 Moment: 4389 ft-lb 4492 ft-lb Shear: -3242 lb 3885 lb NOTES Project: 1144 LHL HOMES page IIIII Patrick J. Burke Location:M6-MSTR BDRM WIN.HDR Alan Mascord Design Associates, Inc. Multi-Loaded Multi-Span Beam 111111 2187 NW Reed St.Suite 100 0f [2012 International Building Code(2012 NDS)] _,, r4yyry, ',.Portland,OR 97210 3.51Nx7.25INx3.OFT #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By:31.5% Controlling Factor:Shear DEFLECTIONS Center LOADING DIAGRAM Live Load 0.01 IN L/3333 Dead Load 0.01 in Total Load 0.02 IN L/1994 Live Load Deflection Criteria: L/480 Total Load Deflection Criteria:L/360 REACTIONS A B Live Load 1114 lb 1385 lb Dead Load 751 lb 931 lb 1 Total Load 1865 lb 2316 lb Bearing Length 0.85 in 1.06 in TR1 BEAM DATA Center Span Length 3 ft Unbraced Length-Top 0 ft A aft Unbraced Length-Bottom 3 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center MATERIAL PROPERTIES Uniform Live Load 0 plf #2-Douglas-Fir-Larch Uniform Dead Load 0 plf Base Values Adjusted Beam Self Weight 6 plf Bending Stress: Fb= 900 psi Fb'= 1170 psi Total Uniform Load 6 plf Cd=1.00 CF=1.30 POINT LOADS-CENTER SPAN Shear Stress: Fv= 180 psi Fv'= 180 psi Load Number One Cd=1.00 Live Load 1541 Ib Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Dead Load 1027 lb Comp.-I-to Grain: Fc- = 625 psi Fc--1-'= 625 psi Location 2 ft Controlling Moment: 2242 ft-lb TRAPEZOIDAL LOADS-CENTER SPAN 1.98 Ft from left support of span 2(Center Span) Load Number One Two Created by combining all dead loads and live loads on span(s)2 Left Live Load 441 plf 76 plf Controlling Shear: -2315 lb Left Dead Load 294 plf 50 plf At right support of span 2(Center Span) Right Live Load 441 plf 76 plf Created by combining all dead loads and live loads on span(s)2 Right Dead Load 294 plf 50 plf Load Start Oft 2 ft Comparisons with required sections: Req'd Provided Load End 2 ft 3 ft Section Modulus: 22.99 in3 30.66 in3 Load Length 2 ft 1 ft Area(Shear): 19.29 in2 25.38 in2 Moment of Inertia(deflection): 20.07 in4 111.15 in4 Moment: 2242 ft-lb 2989 ft-lb Shear: -2315 lb 3045 lb NOTES page Project:1144 LHL HOMES Patrick J. Burke Location:M7-BR#3 WIN.HDR �� Alan Mascord Design Associates, Inc. / Multi-Loaded Multi-Span Beam 2187 NW Reed St.Suite 100 or [2012 International Building Code(2012 NDS)] 40.4,46,k'--Portland,OR 97210 3.5 IN x 3.5 IN x 5.0 FT(2.5+2.5) - #2-Douglas-Fir-Larch-Dry Use StruCalc Version 9.0.2.5 1/12/2017 11:39:13 AM Section Adequate By:3.9% Controlling Factor:Shear DEFLECTIONS Center Right LOADING DIAGRAM Live Load 0.02 IN L/1794 0.02 IN L/1794 Dead Load 0.01 in 0.01 in Total Load 0.02 IN L/1288 0.02 IN L/1288 Live Load Deflection Criteria: U480 Total Load Deflection Criteria:L/360 REACTIONS A B C Live Load 593 lb 1694 lb 593 lb Dead Load 341 lb 1136 lb 341 lb Total Load 934 lb 2830 lb 934 lb Bearing Length 0.43 in 1.29 in 0.43 in w w BEAM DATA Center Right Span Length 2.5 ft 2.5 ft Unbraced Length-Top O ft 0 ft 2.5 ft 2.5 ft Unbraced Length-Bottom 2.5 ft 2.5 ft Live Load Duration Factor 1.00 Notch Depth 0.00 UNIFORM LOADS Center Right MATERIAL PROPERTIES Uniform Live Load 542 plf 542 plf #2-Douglas-Fir-Larch Uniform Dead Load 361 plf 361 plf Base Values Adiusted Beam Self Weight 3 plf 3 plf Bending Stress: Fb= 900 psi Fb'= 1348 psi Total Uniform Load 906 plf 906 plf Cd=1.00 CI=1,00 CF=1.50 Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp. to Grain: Fc- I = 625 psi Fc--L'= 625 psi Controlling Moment: -708 ft-lb Over right support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2,3 Controlling Shear: 1415 lb At left support of span 3(Right Span) Created by combining all dead loads and live loads on span(s)2,3 Comparisons with required sections: Read Provided Section Modulus: 6.3 in3 7.15 in3 Area(Shear): 11.79 in2 12.25 in2 Moment of Inertia(deflection): 3.5 in4 12.51 in4 Moment: -708 ft-lb 803 ft-lb Shear: 1415 lb 1470 lb NOTES