Specifications (68) cc_)\5c5
D-cua sk,1/4-3fid..AyLe_eL.)
•
E CE IV ED
NASH &ASSOCIATES
DEC 13 201?
MY OF TIGARD
BUILDING DIVISION
PLAN 2626
BEAM CALCULATIONS
2012 IBC
JULY 1, 2013
8003 118th AVE 42 Kirkland, WA 98033 (425) 828-4117
CLIENT:
NASH&ASSOCIATES BEAM DESIGN DATA PROJECT:
DATE:
NAME:
Roof Loads:
LL 25 al
DL 15#/sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads:
LL 40#/sf
DL 10 #/sf
Total 50 W/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
fb = 875 PSI
E = 1,300,000
Joists & Hem Fir #2
Rafters: fv = 150
lb = 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 aRnan (&P,M a91:1_4.l17
BeamChek v2014 licensed to: Reg#6464-622
UPPER HALL
RB-1 Date; 11/10/14
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
Data 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/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% 80% 47%
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
Adiustrnent4 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:463 Uniform TL: 740 =A
[ Uniform Load A
0
R1 =2987 R2=2987
SPAN=8 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash Jones Anderson. ?eg#6464-622
BEDROOM TWO
RB-2 Date:11/10/14
Selection 4x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=3.0 in2 R2=3.0 in2 (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 I>1000
Attributes Section(in3) 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) Fcl(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
oads Uniform LL:463 Uniform TL: 740 =A
Uniform Load A
/\
R1 =1865 R2= 1865
SPAN=5FT
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 i
Conditions NDS 2012
Min Bearing Area R1=1.8 in' R2=5.6 in: (1.5)DL Defl= 0.02 in
Q 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 W Max V(Reduced) 2919#
TL Max Defl L 1240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L!>1000
Attributes Section(in, Shear j n) TL Deft(in) 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(psi) E(psi 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 LI Par Unif TL Start End I
1750 B=3192 4.0 100 H=160 0 4.0
463 I=740 4.0 5.0
I i
H
Pt loads:
/\ z .
R1 =1116 R2=3495
SPAN=5FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash
RB--y 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 71 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 mit) Fc1(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 TI 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
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 int (1.5)DL Defl= 0.02 in
it 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
Altrlbute$ Section(in') Shear(in') 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(psi) Fv(psi) E(psi x mil) Fc l (psi)
Values Reference Values 900 180 1.6 625
Adiusted Values 1080 180 1.6 62. 5
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
Load Uniform LL:360 Uniform TL: 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
,electiori 4x 10 DF-L#2 Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=2.2 int 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 L1 240 TLActuai Defl L 1>1000
LL Max Defl L/360 LL Actual Deft 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 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
Losig Uniform LL:360 Uniform TL: 530 =A
Uniform Load A
i`k
R1 =1345 R2=1345
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash,i
B-3 Date: 10/20/16
Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NOS 2012
Min Bearing Area R1=4.0 in2 R2=5.0 in2 (1.5)DL Defl= 0.07 in Recom Camber=0.11 in
it 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) Fcl(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
Cl 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
1
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 Anderson Regi#6464-622
GREAT ROOM
B-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 in' R2=6.4 in' (1.5)DL Defl= 0.10 in Recom Camber=0.15 in
22.g1 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 Dell 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 •si x mil Fcl(p0
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
oeds Uniform IL:600 Uniform TL: 750 =A
Uniform Load A
L 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
B-5 Date: 11/11/14
Selection (2)2x 12 HF#2 Lu=0.0 Ft
Cond/Bong NDS 2012
Min Bearing Area R1=3.1 in R2=4.5 in (1.5)DL Defl= 0.01 in
L2a.ta 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/360 LL Actual Defl L/>1000
Attributes Section(int) Shear(int) TL Defl(in) 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) Fc..!..(psi)
Value6 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
I Loads Point TL Distance Par Unif LL Par Unif Ti.. Start End
B=600 3.0 280 H=350 0 3.0
560 I=700 3.0 5.0
I H
Ptloads El
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:11/10/14
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 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 Deli L 1240 TL Actual Defl L/459
LL Max Defl L 1360 LL Actual Defl L/855
Attributes Section(n3) Shear(in2) TL Deli(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 60% 45% 52% 42%
Fb(psi) Fv(pi) E(psi x rflil) Fc!(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adluslnrents 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
Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=4.4 in' R2=2.7 in2 (1.5)DL Defl= 0.05 in Recom Camber=0.08 in
Pate 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 Deft L/240 TL Actual Defl L/713
LL Max Dell L/360 LL Actual Deft L/>1000
Attributes Section(in') Shear(in') TL Den(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) Fc_l_(psi)
Values Reference Values 2400 240 1.8 650
Adiusted Values 2400 240 1.8 650
Adiustrnents 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
Lrrads
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
H
Pt loads: B
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 10-112 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 W Max V(Reduced) 3247#
IL 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) 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
I Point LL Point TL Distance
2577 B=3260 11.5
Uniform Load A
Pt loads 11
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 5-1!8x 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
Q.0.4 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 Defl L/360 LL Actual Defl L/526
Attributes Section(int) Shear(in2) TL Defl(itl) 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) Fcl(alt)
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
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL:400 Uniform TL: 500 =A
Uniform Load A
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 [-118x 13-112 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=6.7 in2 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 Defl L/398
LL Max Defl L/380 LL Actual Defl 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 jpsi) Fvjpsi) E(psi x mil) Fcl(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:400 Uniform TL: 530 =A
[ Uniform Load A 1
R1 =4375 R2=4375
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.
0.
PLAN 2626 t.L' �' V�V �'C
BeamChek v2016 licensed to: cNC0'.L) C't
HEADER AT 3RD BAY Date:3/02/18
Selection 4x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=2.9 in2 R2=2.9 in2 (1.5)DL Defl= 0.04 in
Data Beam Span 8.0 ft Reaction 1 LL 1100# Reaction 2 LL 1100#
Beam Wt per ft 9.57# Reaction 1 TL 1798# Reaction 2 TL 1798#
Bm Wt Included 77# Maximum V 1798#
Max Moment 3597'# Max V(Reduced) 1377#
TL Max Defl L/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 73.83 39.38 0.07 0.04
Critical 43.59 11.47 0.40 0.27
Status OK OK OK OK
Ratio 59% 29% 19% 14%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
Adiustments CF Size Factor 1.100
__, ____ Cd-Duration- -,1-00 --- _4.00 __ _ __. _,__ , -, �, _ ____ ,u. _vw..,
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:275 Uniform TL: 440 =A
1 Uniform Load A
.4L, .e .
R1 = 1798 R2=1798
SPAN=8FT
Uniform and partial uniform loads are lbs per lineal ft.
v
PLAN 2626 TL5
BeamChek v2016 licensed to: )
GB-3 Date:3/02/18
Selection 5-1/8x 16-1/2 GLB 24F-V8 DF/DF Lu=0.0 Ft Lu @OH=0.0 Ft
Conditions NDS 2015,Overhang
Min Bearing Area R1=9.6 in2R2=14.0 in2 (1.5)DL Defl= 0.12 in.
Data Beam Span 12.5 ft Reaction 1 LL 3450# Reaction 2 LL 5014#
Beam Wt per ft 20.55# Reaction 1 TL 6268# Reaction 2 TL 9112#
Bm Wt Included 298# Maximum V 7431 # Overhang Length 2.0 ft
Max Moment 23578'# Max V(Reduced) 6275# Total Beam Length 14.5 ft
TL Max Defl L/240 TL Actual Defl L/664 OH TL Actual Defl L/402
LL Max Defl L1360 LL Actual Defl L/>1000 OH LL Actual Defl L/894
Attributes Section(in3) Shear(inz) TL Dell(in) LL Defl OH IL Defl OH LL Defl
Actual 232.55 84.56 0.23 0.10 -0.12 -0.05
Critical 117.89 39.22 0.63 0.42 0.20 0.13
Status OK OK OK OK OK OK
Ratio 51% 46% 36% 24% 60% 40%
Fb(psi) Fv(psi) E(psi x mil) Fol(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adjustments Cv Volume 1.000
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
CI Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft
Uniform LL:463 Uniform TL:820 =A (Uniform Ld on Backspann
Point LL Point TL Distance Par Unif IL Par Unif TL Start End
1750 B=3192 8.0 463 K=820 (OH) 0 2.0
i Uniform Load A I K
Pt bads
R1 =6266 R2=9112
BACKSPAN= 12.5 FT OH=2 FT
Uniform and partial uniform loads are lbs per lineal ft. Overhanging load distances are from R2.
.l
PLAN 2626
BeamChek v2016 licensed to:. 13
GB-4 Date:3/02/18
Selection (3)2x 12 DF-L#2 Lu=0.0 Ft
Conditions NDS 2015
Min Bearing Area R1=4.3 in2 R2=4.3 in2 (1.5)DL Defl= 0.03 in
ata Beam Span 6.5 ft Reaction 1 LL 1505# Reaction 2 LL 1505#
Beam Wt per ft 12.3# Reaction 1 TL 2705# Reaction 2 TL 2705#
Bm Wt Included 80# Maximum V 2705#
Max Moment 4396'# Max V(Reduced) 1925#
TL Max Defl L l 240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in2) TL Defl(in) LL Defl
Actual 94.92 50.63 0.05 0.02
Critical 58.61 16.04 0.33 0.22
Status OK OK OK OK
Ratio 62% 32% 15% 10%
Fb(psi) Fv(psi) E(psi x mil) Fc J1(psi)
Values Reference Values 900 180 1.6 625
Adiusted Values 900 180 1.6 625
Adjustments CF Size Factor 1.000
T Gd Duration 1y00 .100 �_. _�__ -.__
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 =2705 R2=2705
SPAN=6.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
0)31_ 1C1'j _ vt ' i
PLAN 2626 (A N'tti` 'CI r1✓.(I) .,i.i,.ti
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
2211 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/360 LL Actual Defl L/>1000
,Attributes Section(ire) 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 1 (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
,4djustments Cv Volume 1.000
-Cd---Duration---------1.00 100--_. .,.. ___ g _ _.. _-
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 I
ZL LL
R1 =2714 R2=2714
SPAN=6.5 FT
Uniform and partial uniform loads are lbs per lineal ft.
ti
i
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
Q 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(in3) Shear(int) TL Defl(in) IL 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) Fc.1(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 990 180 1.6 625
Adjustments CF Size Factor 1.100
Cd- Duration_ r 1.00 - a,00- r
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.