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Report (64) ne >I 9 2015 BeamChek v2009 licensed to:Dennis TroxeUTroxel's Nome Design Reg#8101-1403in #1228(GOFFMOORE) KIT 01V OF YKARD BEAM#1 Date: 3/22/12 it r st er fi. r�,r r+ria»x t Selection (2)2x12 DF-L#2 Lu=0.0Ft WllWllllllV�llJllV���®� Conditions NDS 2005 it Min Bearing Area R1= 1.5 ins R2=1.5 in= (1.5)DL DO= <0.01 in. Data Beam Span 3.83 ft Reaction 1 LL 747# Reaction 2 LL 747# Beam Wt per ft 8.2# Reaction 1 TL 949# Reaction 2 TL 949# Bm Wt Included 31 # Maximum V 949# Max Moment 909'# Max V(Reduced) 485# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section in' Shear in TL Defl in LL Defl Actual 63.28 33.75 0.00 <0.01 Critical 12.12 4.04 0.19 0.13 Status OK OK OK OK Ratio 19% 12% 2% 3% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adlusted Values 900 180 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:390 Uniform TL: 488 =A Uniform Load A 0 R1 =949 R2=949 SPAN=3.83 FT Uniform and partial uniform load:;are lbs per lineal ft. BeamChek v2009 licensed to:Dennis TroxeUTroxel's Horne Design Reg#8101-1403 #1228(GOFFMOORE) GREAT RM BEAM#2 Date:3/22/12 Selection 5-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.3 int R2=9.3 inz (1.5) DL DO= 0.22 in Recom Camber=0.33 in Data Beam Span 13.0 ft Reaction 1 LL 4072# Reaction 2 LL 4072# Beam Wt per ft 14.94# Reaction 1 TL 6032# Reaction 2 TL 6032# Bm Wt Included 194# Maximum V 6032# Max Moment 19603'# Max V(Reduced) 5104# TL Max Defl L/240 TL Actual Defl L/299 LL Max Defl L 1360 LL Actual Defl L/516 Attributes Section in' Shear in TL Defl in LL Defl Actual 123.00 61.50 0.52 0.30 Critical 98.01 31.90 0.65 0.43 Status OK OK OK OK Ratio 80% 52% 80% 70% Fb(psi) Fv(psi) E si x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Ad'usted Values 2400 240 1.8 650 Adiustmenis Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:626 Uniform TL: 913 =A Uniform Load A R1 =6032 R2=6032 SPAN=I3 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403 #1228(GOFFMOORE) DINE RM BEAM#3 Date: 3/22/12 Selection 5-1/8x 12 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.4 in' R2=5.4 in' (1.5)DL DO= 0.30 in Recom Camber—0.45 in Data Beam Span 16.0 ft Reaction 1 LL 2071 # Reaction 2 LL 2071 # Beam Wt per ft 14.94# Reaction 1 TL 3504# Reaction 2 TL 3504# Bm Wt Included 239# Maximum V 3504# Max Moment 14014W Max V(Reduced) 3066# TL Max Defl L/240 TL Actual Defl L/328 LL Max Defl L 1360 LL Actual Defl L/669 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 123.00 61.50 0.58 0.29 Critical 70.07 19.16 0.80 0.53 Status OK OK OK OK Ratio 57% 31% 73% 54% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:259 Uniform TL: 423 =A Uniform Load A R1 =3504 R2-3504 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft. SeamChek v2009 licensed to:Dennis TroxellTroxel's Home Design Reg#8101-1403 #1228(GOFFMOORE) DINE RM BEAM#4 Date: 3/22/12 Selection (2)2x 12 OF-L#2 Lu=0.0 Ft Conditions NDS 2005 Mln Bearing Area R1=3.2 in' R2=3.2 in' (1.5)DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 1294# Reaction 2 LL 1294# Beam Wt per ft 8.2# Reaction 1 TL 1984# Reaction 2 TL 1984# Bm Wt Included 49# Maximum V 1984# Max Moment 2975'# Max V(Reduced) 1364# TL Max Defl L/240 TL Actual Defl L/>1 000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in' TL Defl in LL Defl Actual 63.28 33.75 0.04 0.02 Critical 39.67 11.36 0.30 0.20 Status OK OK OK OK Ratio 63% 34% 13% 11% Fb(psi) Fv(psi) E(psi x mil Fc►(psi) Values Reference Values 900 180 1.6 625 Adiusted Values 900 180 1.6 625 Adlustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 C1 Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:431 Uniform TL: 653 =A Uniform Load A R1 = 1984 R2 1984 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis TroxellTroxel's Nome Design Reg#8101-1403 #1228(GOFFMOORE) FOYER BEAM#5 Date:3/22/12 Selection 6x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.1 int R2=5.1 in' (1.5)DL DO= 0.09 in Data Beam Span 10.0 ft Reaction 1 LL 2025# Reaction 2 LL 2025# Beam Wt per ft 15.37# Reaction 1 TL 3177# Reaction 2 TL 3177# Bm Wt Included 154# Maximum V 3177# Max Moment 7942'# Max V(Reduced) 2568# TL Max Defl L/240 TL Actual Defl L/645 LL Max Defl L/360 LL Actual Defl L/>1000 Attdbutes Section in' Shear in' TL Defl in LL Defl Actual 121.23 63.25 0.19 0.10 Critical 108.92 22.66 0.50 0.33 Status OK OK OK OK Ratio 90% 36% 37% 30% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 875 170 1.3 625 Adjusted Values 875 170 1.3 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:405 Uniform TL: 620 =A Uniform Load A R1 -3177 R2 3177 SPAN=10 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis TroxellTroxel's Home Design Reg#8101-1403 #1228(GOFFMOORE) GARAGE BEAM#6 Date:3/22/12 Selection 6x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.1 in' R2=4.1 in' (1.5)DL Defi= 0.04 in Data Beam Span 10.0 ft Reaction 1 LL 2000# Reaction 2 LL 2000# Beam Wt per ft 15.37# Reaction 1 TL 2577# Reaction 2 TL 2577# Bm Wt Included 154# Maximum V 2577# Max Moment 6442'# Max V(Reduced) 2083# TL Max Defl L/240 TL Actual Defl L/845 LL Max Defl L/360 LL Actual Dell L/>1000 Attribute s Section in' Shear in TL Defl in LL Defl Actual 121.23 63.25 0.14 0.10 Critical 88.35 18.38 0.50 0.33 Status OK OK OK OK Ratio 73% 29% 28% 30% Fb(psi) Fv(psi) E(psi x mil) Fc-L(psi) Values Reference Values 875 170 1.3 625 Adjusted Values 875 170 1.3 625 Adiustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:400 Uniform TL: 500 =A Uniform Load A 0 R1 =2577 R2=2577 SPAN= 10 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis Troxellrroxel's Home Design Reg#8101-1403 #12288(GOFFMOORE) GARAGE BEAM#7 Date:7/20/12 Selection 5-1/8x 16-1/2 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.5 in' R2=8.4 in' (1.5)DL DO= 0.22 in Recom Camber-0.33 in Data Beam Span 19.5 ft Reaction 1 LL 4435# Reaction 2 LL 4123# Beam Wt per ft 20.55# Reaction 1 TL 6200# Reaction 2 TL 5439# Bm Wt Included 401 # Maximum V 6200# Max Moment 27754'# Max V(Reduced) 5264# TL Max Defl L/240 TL Actual Defl L/355 LL Max Defl L/360 LL Actual Defl L/536 (tributes Section in' Shear int TL Defl in LL Defl Actual 232.55 84.56 0.66 0.44 Critical 142.20 32.90 0.98 0.65 Status OK OK OK OK Ratio 61% 39% 68% 67% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2342 240 1.8 650 Adiustmenfs Cv Volume 0.976 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 290 B=397 5.75 458 H=660 0 5.75 410 1=513 5.75 19.5 �-H Pt loads: EBJ R1 =6200 R2=5439 SPAN=19.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403 #12286(GOFFMOORE) GARAGE DR BEAM#8 Date: 7/20/12 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.1 int R2=4.1 in' (1.5)DL DO= 0.31 in Recom Cambe-0.47 In Data Beam Span 16.5 ft Reaction 1 LL 1507# Reaction 2 LL 1450# Beam Wt per ft 14.94# Reaction 1 TL 2636# Reaction 2 TL 2678# Bm Wt Included 247# Maximum V 2678# Max Moment 12159'# Max V(Reduced) 2541 # TL Max Defl L/240 TL Actual Defl L/344 LL Max Defl L/360 LL Actual Defl L/757 Attributes Section in' Shear in' TL Defl in LL Defl Actual 123.00 61.50 0.57 0.26 Critical 60.79 15.88 0.83 0.55 Status OK OK OK OK Ratio 49% 26% 70% 48% Fb(psi) Fv(psi) E(psi x mil Fc-L(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 791 B= 1297 4.5 60 H=80 0 4.25 156 1 =280 4.25 16.5 I �H I Pt loads: 0 R1 =2636 R2=2678 SPAN=16.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis TroxeUTroxel's Home Design Reg#8101-1403 #1228B(GOFFMOORE) PORCH BEAM#9 Date:7/20/12 Selection 4x 6 DF-L#2 Lu=0.0 Fl Conditions NDS 2005 Min Bearing Area R1= 1.0 int R2= 1.0 int (1.5)DL Defl= 0.01 in Data Beam Span 4.5 ft Reaction 1 LL 439# Reaction 2 LL 439# Beam Wt per ft 4.68# Reaction 1 TL 596# Reaction 2 TL 596# Bm Wt Included 21 # Maximum V 596# Max Moment 670'# Max V(Reduced) 474# TL Max Defl L/180 TL Actual Defl L/>1000 LL Max Defl L/240 LL Actual Defl L/>1000 Attributes Section in' Shear in TL Defl in LL Defl Actual 17.65 19.25 0.04 0.02 Critical 5.98 3.44 0.30 0.23 Status OK OK OK OK Ratio 34% 18% 12% 10% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adiustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 195 Uniform TL: 260 =A Uniform Load A R1 =596 R2=596 SPAN =4.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis TroxellTroxel's Nome Design Reg#8101-1403 #12288(GOFFMOORE) DINE RM BEAM#10 Date: 7/20/12 Selection (2)2x 12 OF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.1 int R2=2.1 in' (1.5)DL DO= <0.01 in. Data Beam Span 6.0 ft Reaction 1 LL 1039# Reaction 2 LL 1039# Beam Wt per ft 8.2# Reaction 1 TL 1324# Reaction 2 TL 1324# Bm Wt Included 49# Maximum V 1324# Max Moment 1985'# Max V(Reduced) 910# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section W Shear W TL Defl in LL Defl Actual 63.28 33.75 0.02 0.02 Critical 26.47 7.58 0.30 0.20 Status OK OK OK OK Ratio 42% 22% 8% 9% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 900 180 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:346 Uniform TL: 433 =A Uniform Load A 0 R1 = 1324 R2= 1324 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2009 licensed to:Dennis Troxel/Troxel's Home Design Reg#8101-1403 #12288(GOFFMOORE) PATIO BEAM#11 Date: 7/20/12 Selection 6x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2005,Wet Use Min Bearing Area R1=1.8 int R2= 1.8 in' (2.0)DL Defl= 0.08 in Data Beam Span 10.0 ft Reaction 1 LL 525# Reaction 2 LL 525# Beam Wt per ft 10.02# Reaction 1 TL 750# Reaction 2 TL 750# Bm Wt Included 100# Maximum V 750# Max Moment 1875'# Max V(Reduced) 656# TL Max Defl L/180 TL Actual Defl L/688 LL Max Defl L/240 LL Actual Defl L/>1000 Attributes Section W Shear in= TL Defl in LL Defl Actual 51.56 41.25 0.17 0.09 Critical 26.09 5.04 0.67 0.50 Status OK OK OK OK Ratio 51% 12% 26% 19% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 750 170 1.3 625 Adjusted Values 863 196 1.3 419 diustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 0.67 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 105 Uniform TL: 140 =A Uniform Load A R11 =�750 R2=750 SPAN=10 FT Uniform and partial uniform loads are lbs per lineal ft. TROXEUS HOME DESIGN BearnChek v2009 licensed to:DENNIS TROXEUTROXEL'S HOME DESIGN Reg#8101-1403 PLAN#1228 B GOFFMOORE DECK SUPPORT BEAM#12 Prepared by:D.T. Date:3/07/14 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005,Wet Use Min Bearing Area R1=5.3 in' R2=5.3 inz (2.0)DL Defl= 0.09 in Data Beam Span 10.5 ft Reaction 1 LL 1748# Reaction 2 LL 1748# Beam Wt per ft 9.57# Reaction 1 TL 2239# Reaction 2 TL 2239# Bm Wt Included 100# Maximum V 2239# Max Moment 5879'# Max V(Reduced) 1840# TL Max Defl L/240 TL Actual Defl L/531 LL Max Defl L/360 LL Actual Defl L/829 Attributes Section W Shear in TL Defl in LL Defl Actual 73.83 39.38 0.24 0.15 Critical 71.26 15.80 0.53 0.35 Status OK OK OK OK Ratio 97% 40% 45% 43% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 175 1.4 419 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 0.97 0.90 0.67 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:333 Uniform TL: 417 =A Uniform Load A R1 =2239 R2=2239 SPAN =10.5 FT Uniform and partial uniform loads are lbs per lineal ft.