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Report (4) I�kgoaf AJ Duo* ce 20cq-0024? RECEIVEL� NASH &ASSOCIATES JUN 1 3 2019 CITY OF TIGARD BUILDING DIVISION PLAN 2626 BEAM CALCULATIONS 2012 IBC JULY 1, 2013 8003 118th AVE 4E' Kirkland, WA 98033 (425) 828-4117 r _ . ________ _____ __ ____ 71 CLIENT NASH&ASSOCIATES BEAM DESIGN DATA PROJECT: DATE: NAME: Roof Loads: I.I. 25#/sf DL 16 /Of 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 Soil: 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 ib = 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 lb = 2,400 PSI (reduced by size factor, CF•U) E = 1,800,000 8003 118th AVE NE KirkiRnd we aRm (t RPR-4117 BeamChek v2014 licensed to: Reg#6464-622 UPPER HALL RB-1 Date: 11!10114 Selection 3-1/8x 9 GLB 24F-V4 DFIDF 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 Pate Beam Span 8.0 ft Reaction 1 LL 1852# Reaction 2 LL 1852# Beam Wt per ft 6.83# Reaction 1 TL 2987# Reaction 2 TL 2987# Bm Wt Included 55# Maximum V 2987# Max Moment 5975'# Max V(Reduced) 2427# TL Max Defl L/240 TL Actual Defl L 1401 LL Max Defl L/360 LL Actual Defl L/770 Attribute6 Section in' Shear(int) TL Dell(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 •si x mil Fc.i. •s 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:463 Uniform TL: 740 =A Uniform Load A R1 =2987 R2=2987 SPAN=8 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash Jones Anderson. 4eg#6464-622 BEDROOM TWO RB-2 Date: 11/10/14 Selection 14x 8 DF-L#2 Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=3.0 ire 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 Deft L/856 LL Max Deft L/360 LL Actual Deft L/>1000 Attributes Section in' Shear in') TL Defl in LL Deft 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 mill (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 IL:463 Uniform TL: 740 =A Uniform Load A R1 =1885 R2= 1865 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. 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=1.6 in2 R2=5.6 in2 (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/240 TL Actual Deft L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in) Shear(in2) TL Defl(m) _ 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 •si Fv(psi) E(psi x mil) Fc (psi) Value. Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adiustmentt 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 La Point LL Point TL Distance Par Unif LI Par Unif TL Start End 1750 6=3192 4.0 100 H=160 0 4.0 463 I=740 4.0 5.0 I I 1 H Pt loads Q R1 = 1116 R2=3495 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash RB.-1 Date: 10/20/16 Selection 3-118x 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 I>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) RI(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 Point 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 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 peg Beam Span 6.0 ft Reaction 1 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 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in) Shear(ire) TL 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 psi E 'six mil Fc i 'sr Values Reference Values 900 180 1.6 625 Ad usted 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 Z\ 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 $elecfi,9rt 4x 10 DF-L#2 Lu=0.0 Ft Conditions NOS 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(int) TL Defl(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 mile Fol.(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 IL: 530 =A Uniform Load A R1 =1345 R2=1345 SPAN=5 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2014 licensed to:Nash B-3 Date: 10/20/16 Selection r 3-1!8x 10.112 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=4.0 in' 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(in') 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 I 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 8-4 Date: 11/10/14 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=6.4 in2 R2=6.4 in2 (1.5)DL Defl= 0.10 in Recom Camber=0.15 in Date 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# IL Max Defl L/240 IL Actual Defl L/388 LL Max Defl L/360 LL Actual Defl L/542 Attributes Section(in') Shear(ink) IL Defl(inL LL Dell 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 's Fir si E •si x mi Fci_(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 toads Uniform LL:600 Uniform TL: 750 =A L 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 Anderso► Reg#6464-622 DINING ROOM &5 Date: 11/11/14 Selection I (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 1240 TLActual Defl L I>1000 LL Max Defl L/360 LL Actual Dell L/>1000 Attributes Section(in') Shear(in_2 TL DefTin - 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 •si Fv •si E + i x mii Fal(psi) Values 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 I B=600 3.0 280 _ H=350 0 3.0 560 I=700 3,0 5.0 I I I H ��I Pt loads: I,�'J I 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 B-6 Date:11/10/14 Selection ( 3-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2012 Min Bearing Area R1=5.1 in' R2=5.1 in2 (1.5)DL Deli= 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 Deft L 1240 TL Actual Defl L/459 LL Max Defl L/360 LL Actual Defl L/855 Attributes Section(in') Shear(in2) TL Defl Vin) 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 60% 45% 52% 42% Fb 'Si Fv stsl E >si x mil Fel -1 Values Reference Values 2400 240 1.8 650 Ad'usted 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 I 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 Selection 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 Defl= 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 1240 TL Actual Defl L 1713 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section{n3) 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 •siFv •si E •six mil Fc *a Values Reference Values 2400 240 1.8 650 Ad usted 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 Lack _. 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 I I H I Ptloads B zk 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 3-118x 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(in') Shear(ire) 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) 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 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. BeamChek 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 in2 (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 IL Actual Defl L/364 LL Max Deft L/360 LL Actual Defl L/526 Attributes Section ins Shear in 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 mil) Fc.L(psi) Values Reference Values 2400 240 1.8 650 Ad)usted 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 Uniform Load A l 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 15-118x 13-112 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 Deft= 0.17 in Recom Camber=0.26 in Date 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 1240 TL Actual Deft L 1398 LL Max Deft L/360 LL Actual Deft L/617 Attributes Section in' Shear in TL Defl(in) LL Defl Actual 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) Fat(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 Wads Uniform LL:400 Uniform TL: 530 =A Uniform Load A R1 =4375 R2=4375 SPAN=16 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2626 BeamChek v2016 licensed to: GRAND FIREPLACE HEADER Date:3/02/18 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1=4.2 in2 R2=4.2 in2 (1.5)DL Defl= 0.02 in Recom Camber=0.03 in Data Beam Span 6.5 ft Reaction 1 LL 1505# Reaction 2 LL 1505# Beam Wt per ft 14.94# Reaction 1 TL 2714# Reaction 2 TL 2714# Bm Wt Included 97# Maximum V 2714# Max Moment 4410'# Max V(Reduced) 1879# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L 1360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 123.00 61.50 0.03 0.01 Critical 22.05 11.74 0.33 0.22 Status OK OK OK OK Ratio 18% 19% 9% 6% 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 Adjustment s 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:463 Uniform TL: 820 =A Uniform Load A R1 =2714 R2=2714 SPAN=6.5 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2626 BeamChek v2016 licensed to:. GRAND FP CRAWLSPACE Date:3/02/18 Selection (3)2x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 1.9 in2 R2=1.9 in2 (1.5)DL Defl= 0.13 in Data Beam Span 14.5 ft Reaction 1 LL 870# Reaction 2 LL 870# Beam Wt per ft 10.11 # Reaction 1 TL 1161 # Reaction 2 TL 1161 # Bm Wt Included 147# Maximum V 1161 # Max Moment 4208'# Max V(Reduced) 1037# TL Max Defl L/240 TL Actual Defl L/462 LL Max Defl L/360 LL Actual Defl L/693 Attributes Section(in') Shear(in2) TL Defl(in) LL Defl Actual 64.17 41.63 0.38 0.25 Critical 51.01 8.65 0.73 0.48 Status OK OK OK OK Ratio 79% 21% 52% 52% Fb(psi) Fv(psi) E(psi x mil) Fci.(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 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 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 120 Uniform TL: 150 =A Uniform Load A /\ /\ R1 = 1161 R2= 1161 SPAN=14.5 FT Uniform and partial uniform loads are lbs per lineal ft.