Specifications (43) 0 CA
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NASH &.ASSOCIATES
DEC 1 3 2017
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PLAN 2626
BEAM CALCULATIONS
2012 IBC
JULY 1, 2013
8003 118th AVE IV Kirkland, WA 98033 (425) 828-4117
c",3
CLIENT:
NASH•ASSOCIATES BEAM DESIGN DATA PROJECT:
DATE:
NAME:
Roof Loads:
LL 25 st
DL 15 /sf
Total 40#/sf
Unless Noted Otherwise
Floor Loads:
LL 40 st
DL 10 #/sf
Total 50 Vat
Deck Loads:
IL 60#/sf
DL 10 #/sf
Total 70#/st
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
8" 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'KI)
E = 1,800,000
8003 118th AVE NE KirklAmi WA 9At1a:i ld9A1 RPA—A117
—
BeamChek v2014 licensed to: Reg#6464-622
UPPER HALL
RB-1 Date:11/10/14
Selection 3-118x 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 LI 1852#
Beam Wt per ft 6.83# Reaction 1 TL 2987# Reaction 2 TL 2987#
Bm Wt Included 55# Maximum V 2987#
Max Moment 6975'# Max V(Reduced) 2427#
IL Max Defl L/240 TL Actual Defl L/401
LL Max Defl L/360 LL Actual Defl L/770
Altributeg 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) FcJ..(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiuslment( 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
I Uniform Load A 1
R1 987 /'
R2=2987
SPAN=8FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash Jones Anderson. Wig#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
fatg 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 in2 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(ps) E_(psi x mil) Fcl(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 625
Adfustments 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
toads Uniform LL:463 Uniform TL: 740 =A
Uniform Load A
R1 ,
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 l
Conditions NDS 2012
Min Bearing Area R1=1.8 In2 R2=5.6 in' (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 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 in TL Defl 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) Fc.i(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
L.
Point LL Point TL Distance Par Unif LL Par Unif TL Start End
1750 B=3192 4.0 100 H=160 0 4.0
463 I=740 4.0 5.0
H
Pt loads: El
/\
R
R2=3495
SPAN=5 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash
RB-'1 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
12Beam 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 W 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(it?) TL Dell(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) Fcl.(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 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
1 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 in' R2=2.6 in2 (1.5)DL Defl= 0.02 in
Q Beam Span 6.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080#
Beam Wt per ft 7.87# Reaction 1 TL 1814# 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 1>1000
Atttlbutes Section(in3) Shear(in, TL Defllin) 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% 18% 14%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
Acjustments 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
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 it 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 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 it
Beam Wt per ft 7.87# Reaction 1 TL 1345# Reaction 2 TL 1345#
Bm Wt Included 39 it Maximum V 1345#
Max Moment 1681 '# Max V(Reduced) 930#
TL Max Deft L 1240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attttbutes Section(ins) Shear(inx) IL Dell(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 mitt Fcl(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 625
AdiusIments 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
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 3-118x 10-112 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 IL 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 1360 LL Actual Defl L/641
Attributes Section(in') Shear(in2) 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
1.12211
Par Unif LL Par Unif TL Start End I
340 H=425 0 3.75
580 I=725 3.75 9.5
I
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 Anderson Reg#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 in2 R2=6.4 in2 (1.5)DL Defl= 0.10 in Recom Camber=0.15 in
Qfitt6 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 Deft L/240 IL Actual Defl L/388
LL Max Defl L/360 LLActual Defl L/542
Attributes Section(in') Shear(in') TL Defl(in) LI Deft
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 •si Fv •si E •si 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
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LI:600 Uniform TL: 750 =A
1----- Uniform Load A
.Lk 4k
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
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/360 LL Actual Defl L/>1000
Attributes Section(in') Shear(in') 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) Fc1(psi)
Value. Reference Values 850 150 1.3 405
Adjusted Values 850 150 1.3 405
Adiustmertts 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
j Point TL Distance Par Unif LL Par Unif TL Start Eric
—7-7
=600 3.0 280 H=350 0 3.0
560 I=700 3.0 5.0
I
H
Pt loads Q
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 [3-1/8x 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 Dell L/240 TL Actual Dell L/459
._LL Max Defl L/360 LL Actual Defl L 1855
Attributes Section lin') Shear(in') TL Def(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(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: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
8-7 _ 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
ada 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/713
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(in3 Shear in 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 Apsi 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
Point LL Point TL Distance Par Unif LL Par Unif IL Start End
1158 B=1865 3.0 463 H=820 0 3.0
1=80 3.0 6.0
1
{ 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 DFIDF 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
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 IL Actual Defl L/303
LL Max Defl L 1360 LL Actual Defl I/456
Attributes Section(in2) 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
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
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 El
R1 =1233 R3329
SPAN=14 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash Jones Andersor Rag#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 inz (1.5)DL Defl= 0.19 in Recom Camber=0.29 in
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 It Max V(Reduced) 4214#
TL Max Defl L/240 TL Actual Defl L/364
LL Max Deft L/360 LL Actual Defl L/526
Attributes Section in' Shear in TL Defl in LL Deft
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 jpsi) Fvspsi) E(psi x mil) Fc..L(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 NIA
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 5-1/8x 13-112 GLB 24F-V4 DF/DF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=6.7 int R2=6.7 in' (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 Deft L/398
LL Max Defl L/360 LL Actual Defl L/617
__
Attributes Section(in') Shear(ink TL Defl lin) 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) Fv(ps) E(psi x mil) Fcl(psi)
Values Reference Values 2400 240 1.8 850
Adiusted 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
Loads Uniform LL:400 Uniform TL:530 =A
Uniform Load A 1
/J.\ L'_ .
R1 =4375 R2=4375
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.