Loading...
Specifications (10) NASH &ASSOCIATES RECEIVED JAN 2 9 2019 CITY OF TIGARD BUILDING DIVISION PLAN 2626 BEAM CALCULATIONS 2012 IBC JULY 1, 2013 8003 118th AVE NV Kirkland, WA 98033 (425) 828-4117 L- - III CLIENT: NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: Y DATE: NAME: Roof Loads: LL 25 sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 #/sf Total 70#/sf Soft: 1500 PSF Min. Concrete: Per IBC 12 Masonry: Per IBC 12 Steel: Per IBC 12 Wood: Per IBC 12 Nailing: Per IBC 12 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 6" Beam: Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 240 PSI fb — 2,400 PSI (reduced by size factor, CF•HI) E = 1,800,000 8003 118th AVE NE Kirkland WA CIRMIR td2a1 RPA—A:11.7 U i BeamChek v2014 licensed to: Reg#6464-622 UPPER HALL RB-1 Date: 11/10/14 $.e./.20/41/ 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.6 in2 R2=4.6 in2 (1.5)DL Defl= 0.11 in Recom Camber=0.17 in Date Beam Span 8.0 ft Reaction 1 LL 1852# Reaction 2 LL 1852# Beam Wt per ft 6.83# Reaction 1 IL 2987# Reaction 2 TL 2987# Bm Wt Included 55# Maximum V 2987# Max Moment 5975'# Max V(Reduced) 2427# TL Max Defl L t 240 TL Actual Defl L./401 LL Max Defl L/360 LL Actual Defl L/770 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.24 0.12 Critical 29.87 15.17 0.40 0.27 Status OK OK OK OK Ratio 71% 54% 60% 47% Fb(psi) Fv(psi) E(psi x mil) Fc!(psi) Values Reference Values 2400 240 1.8 650 Ad'usted 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 LoadsUniform LL:463 Uniform TL: 740 =A Uniform Load A R1 987 R2=2987 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson. 2eg#6464-622 BEDROOM TWO RB-2 Date: 11/10/14 Selection 4x 6 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.0 in2 R2=3.0 int (1.5)DL Defl= 0.03 In Data Beam Span 5.0 ft Reaction 1 LL 1158# Reaction 2 LL 1158# Beam Wt per ft 6.17# Reaction 1 TL 1865# Reaction 2 TL 1865# Bm Wt Included 31 # Maximum V 1865# Max Moment 2332'# Max V(Reduced) 1415# TL Max Defl L/240 TL Actual Defl L/856 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 30.66 25.38 0.07 0.04 Critical 23.92 11.79 0.25 0.17 Status OK OK OK OK Ratio 78% 46% 28% 22% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1170 180 1.6 625 Adjustments CF Size Factor 1,300 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 Uniform LL:463 Uniform TL: 740 =A [ Uniform Load A R1 =1865 R2= 1865 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. I BeamChek v2014 licensed to:Nash Jones Anderson, Reg#6464-622 BEDROOM THREE RB-3 Date:11/10/14 Selection [4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=1.8 in2 R2=5.6 int (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 636# Reaction 2 LL 1977# Beam Wt per ft 7.87# Reaction 1 TL 1116# Reaction 2 TL 3495# Bm Wt Included 39# Maximum V 3495# Max Moment 3130'# Max V(Reduced) 2919# TL Max Defl L 1240 TL Actual Defl L I>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in) Shear(ins) IL Defl(ink LL Defl Actual 49.91 32.38 0.04 0.02 Critical 34.78 24.32 0.25 0.17 Status OK OK OK OK Ratio 70% 75% 16% 11% Fb(psi) Fv fp j) Ejpsi x mil) Fcl psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 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 Unit TL Start End 1750 B=3192 4.0 100 H=160 0 4.0 463 I=740 4.0 5.0 I j H. 41 Pt loads: R1 =1116 R2=3495 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash RB-311 Date: 10/20/16 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.5 in2 R2=5.4 in2 (1.5)DL Defl= 0.14 in Recom Camber=0.20 in Data Beam Span 6.0 ft Reaction 1 LL 797# Reaction 2 LL 1192# Beam Wt per ft 6.83# Reaction 1 TL 2908# Reaction 2 TL 3538# Bm Wt Included 41 # Maximum V 3538# Max Moment 7253'# Max V(Reduced) 2978# TL Max Defl L/240 TL Actual Defl L/433 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.17 0.03 Critical 36.27 18.61 0.30 0.20 Status OK OK OK OK Ratio 86% 66% 55% 15% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft LoadPoint TL Distance Par Unif LL Par Unif TL Start End B=3225 3.0 200 H=320 0 3.0 463 I=740 3.0 6.0 I H Pt loads C R1 =2908 R2=3538 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersoi Reg#6464-622 NOOK B-1 Date:11/10/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.6 in2 R2=2.6 in2 (1.5)DL Defl= 0.02 in Qgig Beam Span 6,0 ft Reaction i LL 1080# Reaction 2 LL 1080# Beam Wt per ft 7.87# Reaction 1 TL 1614# Reaction 2 TL 1614# Bm Wt Included 47# Maximum V 1614# Max Moment 2420'# Max V(Reduced) 1199# TL Max Defl L/240 IL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in") TI Defl(in) LL Defl Actual 49.91 32.38 0.05 0.03 Critical 26.89 9.99 0.30 0.20 Status OK OK OK OK Ratio 54% 31% 16% 14% Fb «si Fv «s E •six mil Fci 'Si Values Reference Values 900 180 1.6 625 Ad usted Values 1080 180 1,6 625 AgiustrnentS CF Size Factor 1.200 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 Uniform LL:360 Uniform IL: 530 =A Uniform Load A R1 =1614 R2=1614 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 GREAT ROOM B-2 Date: 11/10/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=2.2 in2 R2=2.2 in2 (1.5)DL Defl= 0.01 in Data Beam Span 5.0 ft Reaction 1 LL 900# Reaction 2 LL 900# Beam Wt per ft 7.87# Reaction 1 TL 1345# Reaction 2 TL 1345# Bm Wt Included 39# Maximum V 1345# Max Moment 1681 '# Max V(Reduced) 930# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(inx) TL Deft(in) LL Defl Actual 49.91 32.38 0.02 0.01 Critical 18.68 7.75 0.25 0.17 Status OK OK OK OK Ratio 37% 24% 10% 8% Fb(psi) Fv(psi) E(psi x mil) Fc.l(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 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 Uniform LL:360 Uniform TL: 530 =A Uniform Load A /ks. R1 =1345 R2=1345 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash B-3 Date: 10/20/16 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.0 in2 R2=5.0 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.11 in Data Beam Span 9.5 ft Reaction 1 LL 2033# Reaction 2 LL 2577# Beam Wt per ft 7.97# Reaction 1 TL 2579# Reaction 2 TL 3260# Bm Wt Included 76# Maximum V 3260# Max Moment 7248'# Max V(Reduced) 2618# TL Max Defl L/240 TL Actual Defl L/459 LL Max Defl L/360 LL Actual Defl L/641 Attributes Section(in3) Shear(in') TL Defl(in) LL Defl Actual 57.42 32.81 0.25 0.18 Critical 36.24 16.36 0.48 0.32 Status OK OK OK OK Ratio 63% 50% 52% 56% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2400 240 1.8 650 Adjusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Par Unif LL Par Unif TL Start End 340 H=425 0 3.75 580 I=725 3.75 9.5 H R1 =2579 R2=3260 SPAN=9.5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 GREAT ROOM B-4 Date: 11/10/14 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=8.4 in' R2=6.4 int (1.5)DL Defl= 0.10 in Recom Camber=0.15 in Pate Beam Span 11.0 ft Reaction 1 LL 3300# Reaction 2 LL 3300# Beam Wt per ft 9.11 # Reaction 1 TL 4175# Reaction 2 TL 4175# Bm Wt Included 100# Maximum V 4175# Max Moment 11482'# Max V(Reduced) 3416# TL Max Defl L/240 TL Actual Defl L/388 LL Max Defl L/360 LL Actual Defl L/542 Attributes Section(in') Shear(in_ _TL Defl(in) _ LL Defl Actual 75.00 37.50 0.34 0.24 Critical 57.41 21.35 0.55 0.37 Status OK OK OK OK Ratio 77% 57% 62% 66% Fb(psi) Fv(psi) E(psi x mirl Fc I(psi) Values Reference Values 2400 240 1.8 850 Adjusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:600 Uniform TL: 750 =A Uniform Load A R1 =4175 R2=4175 SPAN=11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 DINING ROOM 8-5 Date: 11/11/14 Selection [(2)2x 12 HF#2 Lu=0.0 Ft Conditions NDS 2012 ` Min Bearing Area R1=3.1 in2 R2=4.5 in2 (1.5)DL Defl= 0.01 in Data Beam Span 5,0 ft Reaction 1 LL 812# Reaction 2 LL 1148# Beam Wt per ft 8.2# Reaction 1 TL 1276# Reaction 2 TL 1816# Bm Wt included 41 # Maximum V 1816# Max Moment 2216'# Max V(Reduced) 1152# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section(i)2) Shear(in2) TL Deft(ink LL Defl Actual 63.28 33.75 0.03 0.01 Critical 31,28 11.52 0.25 0.17 Status OK OK OK OK Ratio 49% 34% 10% 7% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Vatue4 Reference Values 850 150 1.3 405 Adjusted Values 850 150 '1.3 405 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Point TL Distance Par Unif LL Par Unif TL Start End B=600 3.0 280 H=350 0 3.0 560 1=700 3.0 5.0 1 1 1 H Pt loads: 17 1 R1 =1276 R2=1816 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 DEN/GUEST 8-6 Date:11/10114 Selection 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.1 in2 R2=5.1 in2 (1.5)DL Defl= 0.13 in Recom Camber=0.20 in Data Beam Span 11.0 ft Reaction 1 LL 2090# Reaction 2 LL 2090# Beam Wt per ft 9.11 # Reaction 1 TL 3295# Reaction 2 TL 3295# Bm Wt Included 100# Maximum V 3295# Max Moment 9062'# Max V(Reduced) 2696# TL Max Defl L 1240 TL Actual Defl L/459 LL Max Defl L/360 LL Actual Deft L/855 Attributes Section(in') Shear(in2) TL Deft(in) LL Defl Actual 75.00 37.50 0.29 0.15 Critical 45.31 16.85 0.55 0.37 Status OK OK OK OK Ratio 80% 45% 52% 42% Fb(psi) Fv(psi) E(psi x mil) Fc.l.(psi) Value Reference Values 2400 240 1.8 650 Adjusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:380 Uniform TL: 590 =A Uniform Load A R1 =3295 R2=3295 SPAN= 11 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 DINING ROOM B-7 Date: 11/10/14 Se%tiorl 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.4 in2 R2=2.7 in2 (1.5)DL Deil= 0.05 in Recom Camber-0.08 in Data Beam Span 6.0 ft Reaction 1 LL 1621# Reaction 2 LL 926# Beam Wt per ft 6.83# Reaction 1 TL 2858# Reaction 2 TL 1748# Bm Wt Included 41 # Maximum V 2858# Max Moment 4853'# Max V(Reduced) 2238# TL Max Defl L/240 TL Actual Defl L 1713 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 42.19 28.13 0.10 0.05 Critical 24.27 13.99 0.30 0.20 Status OK OK OK OK Ratio 58% 50% 34% 23% Fb(psi) Fv(psi) E(psi x mil) Fel(psi) Values Reference Values 2400 240 1.8 650 Adlusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft L I Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1158 B=1865 3.0 463 H=820 0 3.0 1=80 3.0 6.0 I I Pt loads: tA23. R1 =2858 R2=1748 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash B-8 Date: 10/20/16 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1= 1.9 in2 R2=5.1 in2 (1.5)DL Defl= 0.19 in Recom Camber=0.28 in Data Beam Span 14.0 ft Reaction 1 LL 880# Reaction 2 LL 2537# Beam Wt per ft 7.97# Reaction 1 TL 1233# Reaction 2 TL 3329# Bm Wt Included 112# Maximum V 3329# Max Moment 8108'# Max V(Reduced) 3247# TL Max Defl L/240 TL Actual Defl L/303 LL Max Defl L/360 LL Actual Defl L/456 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 57.42 32.81 0.56 0.37 Critical 40.54 20.30 0.70 0.47 Status OK OK OK OK Ratio 71% 62% 79% 79% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 2400 240 1.8 650 Adjusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:60 Uniform TL: 85 =A Point LL Point TL Distance 2577 B=3260 11.5 Uniform Load A Pt loads: R1 =1233 R2=3329 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. BearnChek v2014 licensed to:Nash Jones Andersor Reg#6464-622 GARAGE GB-1 Date: 11/10/14 Selection 5-118x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=7.5 in2 R2=7.5 int (1.5)DL Defl= 0.19 in Recom Camber=0.29 in Data Beam Span 18.75 ft Reaction 1 LL 3750# Reaction 2 LL 3750# Beam Wt per ft 18.68# Reaction 1 TL 4863# Reaction 2 TL 4863# Bm Wt Included 350# Maximum V 4863# Max Moment 22794'# Max V(Reduced) 4214# TL Max Defl L/240 TL Actual Defl L/364 LL Max Deft L/360 LL Actual Defl L 1526 Attributes Section in.) Shear(inx) TL Defl(in) LL Defl Actual 192.19 76.88 0.62 0.43 Critical 115.23 26.34 0.94 0.63 Status OK OK OK OK Ratio 60% 34% 66% 68% Fb(psi) Fv(psi) E(psi x mit) Fcl(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2374 240 1.8 650 Adjustments Cv Volume 0.989 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 Unif Load A _I — R1 =4863 R2=4863 SPAN=18.75 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson Reg#6464-622 GARAGE GB-2 Date: 11/10/14 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.7 int R2=6.7 in2 (1.5)DL Defl= 0.17 in Recom Camber=0.26 in Data Beam Span 16.0 ft Reaction 1 LL 3200# Reaction 2 LL 3200# Beam Wt per ft 16.81 # Reaction 1 TL 4375# Reaction 2 TL 4375# Bm Wt Included 269# Maximum V 4375# Max Moment 17498'# Max V(Reduced) 3759# TL Max Defl L/240 TL Actual Dell L t 398 LL Max Defl L/380 LI Actual Defl L/617 Attributes Section(in') Shear(in') Tt_Deft(in) IL Defl Actual 1 155.67 69.19 0.48 0.31 Critical 87.49 23.50 0.80 0.53 Status OK OK OK OK Ratio 56% 34% 60% 58% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 ,4diustments 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 CI Stability 1.0000 Rb=0,00 Le=0.00 Ft Laads Uniform LL:400 Uniform TL: 530 =A Uniform Load A ZS R1 =4375 - R2-4375 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft.