Specifications (22) su
NASH &ASSOCIATES RECEIVED
JAN 2 9 2019
CITY OF TIGARD
BUILDING DIVISION
PLAN 2626
BEAM CALCULATIONS
2012 IBC
JULY 1, 2013
8003 118th AVE 'KKirkland, WA 98033 (425) 828-4117
CLIENT:
NASH&ASSOCIATES BEAM DESIGN DATA PROJECT:
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
Deok Loads:
IL 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
ib = 900 PSI
E = 1,600,000
6" Beam: Douglas Fir #2
fv = 170
ib = 875 PSI
E = 1,300,000
Joists do Hem Fir #2
Rafters: fv = 150
ib = 850 PSI
E = 1,300,000
Glu—Lam Beams:
Iv = 240 PSI
fb — 2,400 PSI (reduced by size factor, CF•HI)
E = 1,800,000
6003 118th AVE NE Kirklnnd WA ORORR float R9A_4.1t7
U
BeamChek v2014 licensed to: — Reg#6464-622
UPPER HALL
RB-1 Date: 11/10/14
Selection 3-118x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft 1
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
Q 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#
IL Max Deft L/240 TL Actual Defl L/401
LL Max Defl L/360 LL Actual Defl L/770
Attributes Section (in3) Shear(in2) TL Deft(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 milt Fcl(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 650
Adiustrnent( 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
I
R1 =2987 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 I 4x 8 DF-L#2 Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=3.0 in2 R2=3.0 int (1.5)DL Dell= 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(in3) 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 mil) Fal(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1170 180 1.6 825
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 IL: 740 =A
Uniform Load A
L.._ _ _
1 L
R1 =1865 R2= 1885
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=1.8 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 Dell L 1240 TL Actual Defl 1../>1000
LL Max Defl L/360 LL Actual Defl L1>1000
Attributes Section,W1 Shear(in2) TL Defl(ink _ LL Dell
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
Adius:ments 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
Point LL Point TL Distance Par Unif IL Par Unit TL Start End
1750 B=3192 4.0 100 H=160 0 4.0
463 I=740 4.0 5.0
H
Pt loads:
z
R1 =1116 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 3-118x 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 IL 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 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
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: 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
&1 Date: 11/10/14
Selection 14x 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
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 ins Shear in2 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) Fcl(psi)
Values Reference Values 900 180 1.6 625
Adjusted Values 1080 180 1.6 6.25
A1iustments 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:380 Uniform TL: 530 =A
Uniform Load A
L\
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 It 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 in3 Shear ire IL Defl in LL Defl
Actual 49.91 32.38 0.02 i 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 • i x mil FCJ. .s;
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
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 3-1/8x 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(int) 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
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 3-1/8x 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
ate 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 1542
Attributes Section in' Shear(i.h2L TL Defl(in) 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 'si Fv •si E(psi x mit) Fc!(psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2400 240 1.8 850
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
A .._
R1 =4175 R2=4175
SPAN=11 FT
Uniform and partial uniform loads are lbs per lineal ft.
BeamChek v2014 licensed to:Nash Jones Andersot Reg#6464-622
DINING ROOM
B-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/240 TL Actual Defl L/>1000
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section in Shear in' IL Defl ill) 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) Fcl(psi)
Va1ue4 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
Loads
I Point TL Distance Par Unif LL Par Unif TL Start End I
B=600 3.0 280 H=350 0 3.0
560 1=700 3.0 5.0
1
H
Pt loads: 0
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
Se/too/ion tion 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 3285#
Max Moment 9062 # Max V(Reduced) 2696#
TL Max Defl L/240 TL Actual Defl L f 459
LL Max Defl L/360 LL Actual Defl L/855
Attributes Section(ins) Shear(ins) TL Defl(in) r 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) Fel.(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
B-7 Date:11/10/14
Selection 1 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 int (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/713
LL Max Defl L/360 LL Actual Defl L/>1000
Attributes Section(if) Shear(in2) TL Deflm 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) Fc1(psi)
Values Reference Values 2400 240 1.8 650
Adlusted 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
CI Stability 1.0000 Rb=0.00 Le=0.00 Ft
6 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
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 10-1/2 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(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 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 Uniform LL:60 Uniform TL: 85 =A
Point LL Point IL Distance
2577 B=3260 11.5
Uniform Load A
Pt loads: ID
0
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 116464-622
GARAGE
GB-1 Date: 11/10/14
Selection 5-118x 15 GLB 24F-V4 DFIDF Lu=0.0 Ft
Conditions NDS 2012
Min Bearing Area R1=7.5 in2 R2=7.5 in2 (1.5)DL Deft= 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#
IL Max Defl L 1240 TL Actual Defl L/364
LL Max Deft L/360 LL Actual Dell L/526
Attributes Section(in') Shear TL Defl tin) 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 ipsi) E(psi x mi? Fel(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
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 13-1/2 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 Deft= 0.17 in Recom Camber=0.261n
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 17496`# Max V(Reduced) 3759#
TL Max Deft L/240 TL Actual Dell L/398
LL Max Defl L/360 LL Actual Defl L 1617
Attributes Section(ins) Shear(in') TL Defl(in) LL Deft
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) 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:400 Uniform TL: 530 =A
Uniform Load A
r . . (
R1 =4375 R2=4375
SPAN=16 FT
Uniform and partial uniform loads are lbs per lineal ft.