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APPENDIX N- ALL SIMPLIFIED METHODS VS. RIGOROUS ANALYSIS
Introduction
This appendix contains comparisons of distribution factors computed by the
various simplified methods examined to distribution factors computed using the grillage
techniques outlined in Appendix F. The results are presented as plots of the simplified
method distribution factor on the Y axis and the rigorous distribution factor on the X axis.
No multiple presence or analysis factors have been included in these calculations. The
location reference is based on 10ths of the span lengths. For example, location 104
indicates a point 40 percent along the length of the span. Similarly, location 100
indicates the point at the left end of the span.
The simplified methods presented are defined as follows:
• Lever Rule Distribution Factor – These are the distribution factors
computed using a rigorous lever rule calculation. No calibration or
analysis factors are applied.
• Uniform Distribution Factor Method (Number of Lanes/Number of
Girder) – These are the distribution factors computed by dividing the
number of lanes on the structure by the number of girders (or number of
cells plus one for cast-in-place concrete boxes).
• Alternate Moment Distribution Factor Method – These are the distribution
factors computed using a formula based on bridge geometry parameters,
including girder spacing, span length, and the number of girders.
• Henry’s Method Distribution Factor – These are the distribution factors
computed using Henry’s Method. Henry’s Method has built-in calibration
factors based on bridge type. These calibration factors were established in
a separate research project.
• 2005 AASHTO LRFD Distribution Factor – These are the distribution
factors computed using the 2005 version of the AASHTO LRFD
Specifications.
• CHBDC Distribution Factor – These are the distribution factors computed
using the Canadian Highway Bridge Design Code.
• AASHTO Standard Distribution Factor – These are the distribution factors
computed using the AASHTO Standard Design Specifications.
• Sanders and Elleby Distribution Factor – These are the distribution factors
computed using the Sanders and Elleby method.
Results
Slab On Steel I Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1194x - 0.0352R2 = 0.9533
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-1. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.8264x + 0.1231R2 = 0.862
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-2. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.1309x + 0.2512R2 = 0.4063
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-3. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.8592x + 0.1898R2 = 0.8642
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-4. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.5568x + 0.2384R2 = 0.6651
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-5. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.8911x + 0.1449R2 = 0.8116
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-6. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.774x + 0.2009R2 = 0.8577
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-7. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7296x + 0.2388R2 = 0.8531
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-8. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.2855x - 0.1108R2 = 0.8982
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-9. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7581x + 0.1235R2 = 0.9001
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-10. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.1994x + 0.2092R2 = 0.5767
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-11. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9027x + 0.1163R2 = 0.941
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-12. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.6001x + 0.2317R2 = 0.6817
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-13. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9671x + 0.1566R2 = 0.7822
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-14. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9147x + 0.1202R2 = 0.7632
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-15. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9039x + 0.142R2 = 0.7691
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-16. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.594x - 0.202R2 = 0.718
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-17. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8512x + 0.0656R2 = 0.8718
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-18. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.3138x + 0.1614R2 = 0.7304
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-19. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9611x + 0.0821R2 = 0.8901
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-20. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9018x + 0.1084R2 = 0.7675
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-21. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.239x + 0.0047R2 = 0.7716
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-22. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.3056x - 0.0386R2 = 0.6893
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-23. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.3406x - 0.032R2 = 0.7076
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-24. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0357x + 0.2436R2 = 0.3355
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-25. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.9249x - 0.034R2 = 0.3036
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-26. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.653x + 0.113R2 = 0.6518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-27. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.5492x - 0.0581R2 = 0.1701
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-28. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0729x + 0.0835R2 = 0.3086
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-29. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.7607x - 0.0559R2 = 0.4651
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-30. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.1365x - 0.0458R2 = 0.3636
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-31. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.2945x - 0.0613R2 = 0.3965
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-32. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.353x - 0.3889R2 = 0.9455
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-33. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.4497x + 0.4664R2 = 0.6799
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-34. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.0168x + 0.3385R2 = 0.0167
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-35. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.4561x + 0.5543R2 = 0.6574
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-36. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.0592x + 0.0346R2 = 0.8717
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-37. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.2759x + 0.8314R2 = 0.1628
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-38. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.2148x + 0.6461R2 = 0.1714
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-39. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.1983x + 0.6612R2 = 0.165
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-40. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.3966x - 0.415R2 = 0.9346
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-41. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4279x + 0.3946R2 = 0.4254
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-42. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.0392x + 0.3206R2 = 0.0515
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-43. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4636x + 0.4631R2 = 0.3902
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-44. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.0309x + 0.0656R2 = 0.8573
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-45. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.3592x + 0.6063R2 = 0.2131
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-46. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.3246x + 0.5483R2 = 0.2197
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-47. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.3144x + 0.5685R2 = 0.2129
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-48. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.4019x - 0.3223R2 = 0.8566
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-49. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.8751x + 0.1048R2 = 0.6297
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-50. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.0886x + 0.2874R2 = 0.1375
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-51. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9752x + 0.1318R2 = 0.6261
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-52. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.233x - 0.0256R2 = 0.87
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-53. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.5362x + 0.3862R2 = 0.3006
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-54. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.5657x + 0.3854R2 = 0.3024
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-55. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.5647x + 0.4114R2 = 0.2931
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-56. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.9007x - 0.3633R2 = 0.8727
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-57. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.1918x + 0.1467R2 = 0.5194
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-58. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.1604x + 0.2695R2 = 0.1656
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-59. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.6078x - 0.1647R2 = 0.8426
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-60. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.8306x - 0.178R2 = 0.7787
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-61. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7203x + 0.36R2 = 0.2112
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-62. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7677x + 0.3704R2 = 0.2042
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-63. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7978x + 0.3959R2 = 0.2081
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-64. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9916x - 0.0145R2 = 0.9519
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-65. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7033x + 0.1641R2 = 0.7858
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-66. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8088x + 0.1888R2 = 0.7858
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-67. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.5471x + 0.4164R2 = 0.8925
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-68. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9968x + 0.2816R2 = 0.8932
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-69. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7061x + 0.1995R2 = 0.8932
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-70. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.6649x + 0.238R2 = 0.8865
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-71. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0268x - 0.0394R2 = 0.9327
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-72. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.5326x + 0.223R2 = 0.9518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-73. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.6125x + 0.2564R2 = 0.9518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-74. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.5772x + 0.3841R2 = 0.8238
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-75. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8975x + 0.2147R2 = 0.8401
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-76. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7317x + 0.175R2 = 0.8401
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-77. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7141x + 0.2029R2 = 0.8256
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-78. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0111x - 0.0054R2 = 0.9
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-79. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6433x + 0.1304R2 = 0.8535
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-80. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7398x + 0.15R2 = 0.8535
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-81. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7445x + 0.2749R2 = 0.7996
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-82. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.989x + 0.0766R2 = 0.8879
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-83. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8997x + 0.0696R2 = 0.8879
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-84. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9088x + 0.0888R2 = 0.8777
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-85. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9659x + 0.1202R2 = 0.8934
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-86. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.7365x - 0.2354R2 = 0.7768
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-87. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.4032x - 0.2171R2 = 0.4243
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-88. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.7855x + 0.2781R2 = 0.8214
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-89. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.824x - 0.2459R2 = 0.8812
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-90. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.9041x - 0.2567R2 = 0.8812
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-91. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.9471x - 0.2405R2 = 0.8656
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-92. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.2087x - 0.1429R2 = 0.981
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-93. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.3671x + 0.5665R2 = 0.6175
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-94. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.4221x + 0.6514R2 = 0.6175
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-95. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.9467x + 0.219R2 = 0.8941
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-96. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.2146x + 0.9963R2 = 0.1123
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-97. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.152x + 0.7058R2 = 0.1123
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-98. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.1431x + 0.7151R2 = 0.1124
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-99. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.21x - 0.1507R2 = 0.9814
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-100. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.2779x + 0.501R2 = 0.1634
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-101. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.3196x + 0.5761R2 = 0.1634
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-102. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9203x + 0.2289R2 = 0.8777
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-103. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.2274x + 0.7972R2 = 0.1048
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-104. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.1854x + 0.6499R2 = 0.1048
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-105. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.187x + 0.6632R2 = 0.1114
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-106. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.2062x - 0.1317R2 = 0.9683
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-107. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.4347x + 0.3211R2 = 0.1911
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-108. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.4999x + 0.3693R2 = 0.1911
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-109. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9903x + 0.1695R2 = 0.8308
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-110. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.3358x + 0.5935R2 = 0.1395
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-111. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.3055x + 0.5399R2 = 0.1395
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-112. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.3101x + 0.5628R2 = 0.1405
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-113. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.4231x - 0.184R2 = 0.9446
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-114. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8033x + 0.2924R2 = 0.4471
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-115. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.22x - 0.0164R2 = 0.7809
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-116. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.3968x - 0.0223R2 = 0.8181
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-117. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.4487x + 0.4608R2 = 0.1505
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-118. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.4684x + 0.481R2 = 0.1505
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-119. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.469x + 0.5187R2 = 0.1418
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-120. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Slab On Prestressed Concrete I and Bulb-Tee Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0551x + 0.0112R2 = 0.9287
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-121. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7983x + 0.1201R2 = 0.9455
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-122. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.3474x + 0.145R2 = 0.683
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-123. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.9532x + 0.1063R2 = 0.945
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-124. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.6046x + 0.2547R2 = 0.7717
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-125. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.6798x + 0.2506R2 = 0.7356
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-126. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7559x + 0.1658R2 = 0.838
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-127. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7859x + 0.1454R2 = 0.8262
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-128. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0895x - 0.0135R2 = 0.9207
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-129. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7577x + 0.1203R2 = 0.9182
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-130. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.3774x + 0.1278R2 = 0.766
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-131. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8829x + 0.1281R2 = 0.9171
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-132. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.6536x + 0.2266R2 = 0.8366
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-133. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0196x + 0.0735R2 = 0.8667
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-134. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7965x + 0.1416R2 = 0.8634
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-135. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8593x + 0.1058R2 = 0.8487
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-136. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.2033x - 0.0116R2 = 0.8232
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-137. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.7181x + 0.1384R2 = 0.9268
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-138. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.4547x + 0.1079R2 = 0.8163
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-139. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8258x + 0.1591R2 = 0.9268
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-140. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8109x + 0.1739R2 = 0.8948
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-141. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0864x + 0.0256R2 = 0.8937
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-142. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9358x + 0.1057R2 = 0.8073
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-143. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0428x + 0.0554R2 = 0.8062
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-144. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.7522x + 0.309R2 = 0.6213
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-145. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.2997x + 0.1519R2 = 0.4913
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-146. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.8547x + 0.0577R2 = 0.8773
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-147. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.2007x + 0.0573R2 = 0.3874
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-148. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0328x + 0.097R2 = 0.8277
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-149. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.3632x + 0.02R2 = 0.7355
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-150. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.4572x + 0.1195R2 = 0.5953
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-151. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.7448x + 0.0344R2 = 0.6496
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-152. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.1546x - 0.1533R2 = 0.9581
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-153. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.6027x + 0.3547R2 = 0.6417
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-154. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.155x + 0.3052R2 = 0.1652
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-155. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7066x + 0.3939R2 = 0.6182
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-156. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7135x + 0.2491R2 = 0.7729
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-157. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.5182x + 0.621R2 = 0.2714
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-158. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.4051x + 0.4762R2 = 0.2923
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-159. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.4075x + 0.4759R2 = 0.2697
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-160. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.1556x - 0.1743R2 = 0.9507
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-161. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.5959x + 0.3024R2 = 0.7768
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-162. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.1671x + 0.2969R2 = 0.1705
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-163. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.6945x + 0.3401R2 = 0.7761
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-164. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.713x + 0.2461R2 = 0.7715
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-165. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4921x + 0.501R2 = 0.2854
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-166. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4384x + 0.451R2 = 0.2967
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-167. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4562x + 0.4489R2 = 0.2714
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-168. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.1794x - 0.1781R2 = 0.945
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-169. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.8005x + 0.1574R2 = 0.6586
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-170. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.1849x + 0.2871R2 = 0.1945
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-171. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9206x + 0.181R2 = 0.6586
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-172. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.7663x + 0.2149R2 = 0.8059
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-173. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.476x + 0.4082R2 = 0.3009
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-174. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.4788x + 0.4202R2 = 0.3045
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-175. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.5104x + 0.4186R2 = 0.2783
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-176. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.473x - 0.2001R2 = 0.9152
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-177. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.8647x + 0.2608R2 = 0.6418
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-178. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.294x + 0.2548R2 = 0.3062
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-179. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0434x + 0.0462R2 = 0.8632
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-180. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.3601x - 0.0079R2 = 0.88
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-181. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.6124x + 0.3762R2 = 0.3217
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-182. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.6132x + 0.4044R2 = 0.3111
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-183. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.6956x + 0.3932R2 = 0.3046
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-184. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0097x + 0.0048R2 = 0.9275
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-185. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7559x + 0.1222R2 = 0.8983
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-186. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.907x + 0.1466R2 = 0.8983
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-187. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.5737x + 0.3759R2 = 0.8259
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-188. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0227x + 0.2275R2 = 0.8247
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-189. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7244x + 0.1612R2 = 0.8247
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-190. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.75x + 0.143R2 = 0.8062
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-191. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0122x - 0.0056R2 = 0.8987
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-192. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7416x + 0.0983R2 = 0.9098
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-193. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8899x + 0.118R2 = 0.9098
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-194. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.587x + 0.3646R2 = 0.8607
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-195. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9047x + 0.1841R2 = 0.859
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-196. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7376x + 0.1501R2 = 0.859
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-197. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7887x + 0.1202R2 = 0.8295
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-198. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0652x - 0.0275R2 = 0.887
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-199. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6209x + 0.1519R2 = 0.9118
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-200. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.745x + 0.1823R2 = 0.9118
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-201. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6636x + 0.3155R2 = 0.8477
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-202. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9009x + 0.1096R2 = 0.8512
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-203. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8196x + 0.0997R2 = 0.8512
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-204. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8926x + 0.0633R2 = 0.8123
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-205. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9252x + 0.1224R2 = 0.9146
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-206. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.6225x - 0.183R2 = 0.745
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-207. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.4896x - 0.2214R2 = 0.5436
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-208. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.7523x + 0.275R2 = 0.9032
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-209. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.7139x - 0.2303R2 = 0.8732
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-210. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.7891x - 0.2404R2 = 0.8732
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-211. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 2.0382x - 0.3427R2 = 0.8625
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-212. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.0899x - 0.0617R2 = 0.9904
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-213. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.5941x + 0.3873R2 = 0.5506
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-214. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.7129x + 0.4648R2 = 0.5506
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-215. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6322x + 0.3198R2 = 0.7121
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-216. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.5947x + 0.6819R2 = 0.2897
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-217. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.4213x + 0.4831R2 = 0.2897
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-218. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.4319x + 0.4781R2 = 0.2781
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-219. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0816x - 0.0625R2 = 0.985
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-220. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.5659x + 0.3533R2 = 0.7623
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-221. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.679x + 0.424R2 = 0.7623
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-222. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6512x + 0.3098R2 = 0.7069
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-223. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.577x + 0.555R2 = 0.2967
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-224. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.4704x + 0.4525R2 = 0.2967
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-225. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.5053x + 0.4416R2 = 0.2892
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-226. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.0815x - 0.0637R2 = 0.9834
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-227. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.6936x + 0.2443R2 = 0.5162
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-228. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8324x + 0.2932R2 = 0.5162
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-229. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.6651x + 0.2957R2 = 0.7137
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-230. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.5277x + 0.4801R2 = 0.2868
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-231. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.4801x + 0.4367R2 = 0.2868
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-232. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.5311x + 0.4253R2 = 0.2827
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-233. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.2015x - 0.0896R2 = 0.9889
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-234. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.7226x + 0.3106R2 = 0.5768
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-235. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8942x + 0.1252R2 = 0.8278
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-236. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.1942x + 0.0458R2 = 0.9252
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-237. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.4963x + 0.4145R2 = 0.2722
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-238. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.5181x + 0.4327R2 = 0.2722
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-239. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.5929x + 0.4217R2 = 0.2717
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-240. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Cast-In-Place Concrete Tee Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.4585x - 0.2973R2 = 0.8811
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-241. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0333x - 0.0554R2 = 0.9449
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-242. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.3117x + 0.177R2 = 0.5959
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-243. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1366x - 0.0609R2 = 0.9449
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-244. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.4141x + 0.375R2 = 0.3971
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-245. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0846x - 0.057R2 = 0.6536
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-246. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.172x - 0.1552R2 = 0.9276
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-247. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1931x - 0.1607R2 = 0.9231
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-248. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1694x - 0.0665R2 = 0.8206
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-249. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7419x + 0.1014R2 = 0.9838
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-250. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.3509x + 0.1726R2 = 0.6699
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-251. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8161x + 0.1116R2 = 0.9838
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-252. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.6438x + 0.232R2 = 0.7808
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-253. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1011x + 0.0437R2 = 0.8803
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-254. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.8983x + 0.0537R2 = 0.8346
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-255. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9371x + 0.048R2 = 0.8398
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-256. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8284x + 0.1924R2 = 0.6751
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-257. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8781x + 0.0337R2 = 0.9546
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-258. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.2526x + 0.2446R2 = 0.6405
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-259. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9659x + 0.037R2 = 0.9546
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-260. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.8863x + 0.1083R2 = 0.9535
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-261. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0353x + 0.0692R2 = 0.8956
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-262. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.7619x + 0.1791R2 = 0.7584
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-263. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9816x + 0.0734R2 = 0.8426
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-264. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.7146x + 0.2918R2 = 0.7347
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-265. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.2109x + 0.1263R2 = 0.5835
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-266. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.4103x + 0.2366R2 = 0.6387
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-267. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9988x + 0.0363R2 = 0.4353
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-268. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.2261x + 0.0108R2 = 0.9176
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-269. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.6178x - 0.0973R2 = 0.8251
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-270. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.9018x + 0.1439R2 = 0.7023
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-271. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.4324x + 0.1143R2 = 0.675
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-272. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.6946x + 0.1213R2 = 0.5679
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-273. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7915x + 0.2438R2 = 0.666
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-274. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.174x + 0.3046R2 = 0.176
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-275. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.8706x + 0.2681R2 = 0.666
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-276. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.5764x + 0.3396R2 = 0.6556
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-277. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.1977x + 0.2102R2 = 0.5805
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-278. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.953x + 0.1457R2 = 0.581
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-279. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.9621x + 0.1504R2 = 0.5688
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-280. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8631x + 0.03R2 = 0.7428
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-281. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.9174x + 0.1436R2 = 0.8899
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-282. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.2464x + 0.2781R2 = 0.2572
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-283. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.0091x + 0.158R2 = 0.8899
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-284. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.734x + 0.2519R2 = 0.7643
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-285. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.9487x + 0.2377R2 = 0.6534
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-286. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8483x + 0.2104R2 = 0.6476
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-287. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8846x + 0.2115R2 = 0.6461
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-288. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.1848x - 0.153R2 = 0.9454
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-289. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.8996x + 0.1293R2 = 0.9767
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-290. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.1427x + 0.3338R2 = 0.2603
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-291. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9896x + 0.1422R2 = 0.9767
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-292. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.1086x + 0.057R2 = 0.9276
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-293. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.7824x + 0.259R2 = 0.636
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-294. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.617x + 0.3416R2 = 0.6023
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-295. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.7549x + 0.3R2 = 0.6263
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-296. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.5385x - 0.2244R2 = 0.9133
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-297. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.2014x + 0.0842R2 = 0.7803
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-298. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.2362x + 0.305R2 = 0.2936
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e D
istr
ibut
ion
Fact
or F
or M
omen
t
Figure N-299. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.2246x - 0.1118R2 = 0.8616
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-300. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.5073x - 0.0495R2 = 0.818
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-301. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0786x + 0.1817R2 = 0.5199
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-302. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7114x + 0.1997R2 = 0.6111
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-303. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.0761x + 0.2308R2 = 0.5206
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-304. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.894x + 0.1082R2 = 0.9706
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-305. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.6692x + 0.1947R2 = 0.9081
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-306. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8031x + 0.2337R2 = 0.9081
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-307. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.6346x + 0.3218R2 = 0.9164
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-308. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.17x + 0.1031R2 = 0.9125
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-309. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8288x + 0.0731R2 = 0.9125
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-310. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8435x + 0.0717R2 = 0.9078
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-311. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0353x - 0.0125R2 = 0.9384
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-312. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7549x + 0.0857R2 = 0.9466
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-313. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9059x + 0.1028R2 = 0.9466
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-314. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.6829x + 0.2851R2 = 0.8998
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-315. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9937x + 0.1079R2 = 0.9216
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-316. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8101x + 0.088R2 = 0.9216
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-317. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8447x + 0.0841R2 = 0.9264
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-318. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8261x + 0.1416R2 = 0.8368
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-319. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8134x + 0.031R2 = 0.9497
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-320. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.976x + 0.0372R2 = 0.9497
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-321. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6331x + 0.3305R2 = 0.8887
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-322. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0723x - 0.0043R2 = 0.935
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-323. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7416x + 0.1457R2 = 0.8956
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-324. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9237x + 0.0537R2 = 0.93
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-325. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.805x + 0.1784R2 = 0.9168
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-326. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.4044x - 0.0871R2 = 0.7717
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-327. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.2676x - 0.1545R2 = 0.5794
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-328. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9787x + 0.1661R2 = 0.907
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-329. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.6811x - 0.2091R2 = 0.9125
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-330. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0277x - 0.0054R2 = 0.8969
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-331. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.6378x - 0.1258R2 = 0.8677
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-332. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.831x + 0.0892R2 = 0.8751
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-333. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.5606x + 0.417R2 = 0.3594
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-334. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6727x + 0.5004R2 = 0.3594
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-335. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6017x + 0.3448R2 = 0.6915
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-336. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.94x + 0.4966R2 = 0.3071
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-337. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6659x + 0.3517R2 = 0.3071
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-338. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6677x + 0.3608R2 = 0.2966
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-339. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8778x + 0.0605R2 = 0.9113
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-340. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.7062x + 0.2605R2 = 0.8071
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-341. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8474x + 0.3127R2 = 0.8071
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-342. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6722x + 0.3006R2 = 0.8225
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-343. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8294x + 0.4022R2 = 0.4783
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-344. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6762x + 0.3279R2 = 0.4783
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-345. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.7083x + 0.3324R2 = 0.4817
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-346. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.0659x - 0.0499R2 = 0.953
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-347. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8137x + 0.2106R2 = 0.9727
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-348. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9764x + 0.2527R2 = 0.9727
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-349. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8635x + 0.2042R2 = 0.9008
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-350. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.7785x + 0.3625R2 = 0.6113
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-351. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.5335x + 0.4072R2 = 0.561
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-352. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.6571x + 0.3779R2 = 0.5911
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-353. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.2652x - 0.1096R2 = 0.9309
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-354. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.994x + 0.1709R2 = 0.8051
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
ber o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-355. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.1018x - 0.0239R2 = 0.8834
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-356. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.2382x + 0.0607R2 = 0.8436
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD S
peci
ficat
ion
Dis
trib
utio
n Fa
ctor
Figure N-357. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8942x + 0.2453R2 = 0.5338
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-358. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.5755x + 0.2575R2 = 0.6028
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-359. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8891x + 0.309R2 = 0.5357
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-360. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Concrete Spread Box Beams
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.2247x - 0.0591R2 = 0.9572
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-361. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.5911x - 0.438R2 = 0.9054
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-362. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.1443x + 0.2166R2 = 0.3867
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-363. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.4499x - 0.3457R2 = 0.9134
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-364. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0858x - 0.1857R2 = 0.7
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-365. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1315x + 0.0615R2 = 0.6627
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-366. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.2942x - 0.2R2 = 0.9123
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-367. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1519x - 0.0993R2 = 0.8899
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-368. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.614x - 0.2434R2 = 0.8878
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-369. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1853x - 0.1004R2 = 0.8164
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-370. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.2073x + 0.1897R2 = 0.3773
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-371. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1086x - 0.0657R2 = 0.8963
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-372. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.3806x - 0.2903R2 = 0.6515
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-373. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.6526x - 0.358R2 = 0.8083
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-374. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.7093x - 0.4053R2 = 0.8266
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-375. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.6661x - 0.3919R2 = 0.8526
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-376. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.1634x + 0.229R2 = 0.5955
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-377. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.109x - 0.0045R2 = 0.9092
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-378. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.2728x + 0.1822R2 = 0.5845
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-379. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0736x - 0.006R2 = 0.9205
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-380. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.4226x - 0.1022R2 = 0.6485
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-381. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.9779x + 0.1594R2 = 0.5157
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-382. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.2645x + 0.1003R2 = 0.6176
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-383. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0966x + 0.1948R2 = 0.4569
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-384. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.3063x + 0.2234R2 = 0.6774
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-385. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.3331x + 0.0982R2 = 0.3592
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-386. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.5393x + 0.1624R2 = 0.6475
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-387. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.4954x - 0.2061R2 = 0.3106
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-388. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.2708x - 0.2374R2 = 0.5419
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-389. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.8747x + 0.079R2 = 0.4705
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-390. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.4597x + 0.1375R2 = 0.6456
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-391. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.974x + 0.1899R2 = 0.391
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-392. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.3225x - 0.2615R2 = 0.9414
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-393. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.0443x + 0.0313R2 = 0.9699
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-394. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.0935x + 0.2559R2 = 0.3857
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-395. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.9475x + 0.0859R2 = 0.9704
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-396. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.1704x - 0.1008R2 = 0.9204
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-397. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7469x + 0.3464R2 = 0.7701
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-398. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.201x - 0.1556R2 = 0.8969
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-399. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7761x + 0.1928R2 = 0.8788
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-400. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.5265x - 0.3307R2 = 0.9217
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-401. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.2632x - 0.1378R2 = 0.9739
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-402. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.1082x + 0.2544R2 = 0.333
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-403. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.1421x - 0.0801R2 = 0.9894
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-404. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.323x - 0.1164R2 = 0.8974
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-405. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8985x + 0.1552R2 = 0.8295
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-406. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.4016x - 0.2284R2 = 0.8905
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-407. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.9701x + 0.0782R2 = 0.8639
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-408. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.8541x - 0.3579R2 = 0.8327
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-409. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.9978x + 0.062R2 = 0.6756
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-410. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.1758x + 0.2225R2 = 0.3855
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-411. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.1593x - 0.0574R2 = 0.7971
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-412. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.7259x - 0.2179R2 = 0.8261
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-413. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.1345x - 0.0203R2 = 0.8753
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-414. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.6856x - 0.2362R2 = 0.8141
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-415. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.3933x - 0.0948R2 = 0.8411
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-416. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.6036x + 0.1322R2 = 0.5625
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-417. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.587x - 0.1652R2 = 0.6514
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-418. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.4424x + 0.1568R2 = 0.6184
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-419. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.9006x - 0.5339R2 = 0.6304
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-420. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.8727x + 0.188R2 = 0.5567
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-421. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.9122x - 0.0113R2 = 0.7632
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-422. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.7249x + 0.0075R2 = 0.5148
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-423. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.2737x - 0.1186R2 = 0.6995
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-424. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9335x + 0.057R2 = 0.9827
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-425. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.1965x - 0.2414R2 = 0.9453
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-426. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.2564x - 0.2535R2 = 0.9453
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-427. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.6855x + 0.2691R2 = 0.9561
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-428. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.1135x + 0.0075R2 = 0.9853
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-429. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9767x - 0.0329R2 = 0.9816
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-430. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.868x + 0.051R2 = 0.9545
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-431. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0281x + 0.0173R2 = 0.9854
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-432. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9141x + 0.0067R2 = 0.8349
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-433. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9598x + 0.0071R2 = 0.8349
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-434. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7985x + 0.1809R2 = 0.9579
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-435. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.1273x - 0.1111R2 = 0.975
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-436. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.1008x - 0.1236R2 = 0.9716
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-437. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.0331x - 0.0782R2 = 0.929
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-438. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.202x - 0.0808R2 = 0.9566
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-439. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.5765x + 0.2197R2 = 0.6294
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-440. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6054x + 0.2307R2 = 0.6294
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-441. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.1266x - 0.0451R2 = 0.9556
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-442. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.3581x - 0.3287R2 = 0.9479
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-443. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.265x - 0.2024R2 = 0.9564
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-444. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.4751x - 0.3786R2 = 0.9046
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-445. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9965x + 0.1123R2 = 0.9235
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-446. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 3.6697x - 1.1366R2 = 0.7911
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-447. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 4.2407x - 1.6392R2 = 0.624
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-448. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.279x + 0.0153R2 = 0.8749
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-449. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.4588x - 0.3982R2 = 0.8956
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-450. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.2988x - 0.0885R2 = 0.915
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-451. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 3.2951x - 0.9489R2 = 0.8813
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-452. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.122x - 0.1138R2 = 0.9875
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-453. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.8536x + 0.1987R2 = 0.969
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-454. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.8962x + 0.2087R2 = 0.969
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-455. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.8946x + 0.234R2 = 0.972
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-456. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.782x + 0.3977R2 = 0.8603
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-457. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.9851x + 0.0386R2 = 0.9105
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-458. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6187x + 0.3382R2 = 0.8429
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-459. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.1557x - 0.1141R2 = 0.9859
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-460. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9553x + 0.0772R2 = 0.963
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-461. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0031x + 0.081R2 = 0.963
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-462. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.9355x + 0.2134R2 = 0.97
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-463. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.7466x + 0.2825R2 = 0.8743
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-464. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0282x + 0.014R2 = 0.9161
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-465. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6917x + 0.2661R2 = 0.8397
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-466. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.2783x - 0.1557R2 = 0.9807
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-467. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9395x + 0.0718R2 = 0.9592
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-468. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9865x + 0.0754R2 = 0.9592
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-469. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.1405x + 0.0741R2 = 0.9625
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-470. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8102x + 0.1509R2 = 0.8821
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-471. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.1227x - 0.0175R2 = 0.895
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-472. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8764x + 0.1318R2 = 0.8246
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-473. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.6352x - 0.2397R2 = 0.9452
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-474. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 2.2791x - 0.5279R2 = 0.8385
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-475. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 2.7677x - 0.9988R2 = 0.7484
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-476. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.9077x - 0.2454R2 = 0.9362
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-477. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8543x - 0.1373R2 = 0.7933
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-478. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.7147x - 0.369R2 = 0.8424
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-479. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.8933x - 0.3517R2 = 0.744
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-480. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Cast-In-Place Concrete Box Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.5351x - 0.1693R2 = 0.692
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-481. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.871x + 0.1628R2 = 0.4949
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-482. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.2481x + 0.0665R2 = 0.7048
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-483. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.7033x + 0.3189R2 = 0.4258
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-484. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.546x + 0.1885R2 = 0.6237
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-485. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.18x - 0.0554R2 = 0.9018
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-486. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.3219x + 0.4906R2 = 0.4766
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-487. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.1158x + 0.6185R2 = 0.0628
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-488. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.5797x - 0.0738R2 = 0.5708
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-489. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.9211x + 0.0816R2 = 0.6494
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-490. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.3326x + 0.0445R2 = 0.7714
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-491. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.616x + 0.3236R2 = 0.3804
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-492. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7117x + 0.1489R2 = 0.6514
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-493. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.7921x + 0.1944R2 = 0.6848
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-494. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.355x + 0.498R2 = 0.3141
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-495. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.0573x + 0.6584R2 = 0.0058
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-496. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.1147x + 0.2879R2 = 0.3206
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-497. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0725x + 0.1054R2 = 0.4313
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-498. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.4927x + 0.0248R2 = 0.8361
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-499. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.3465x + 0.0206R2 = 0.5084
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-500. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0384x + 0.1138R2 = 0.6847
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-501. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.2792x + 0.4196R2 = 0.1141
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-502. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.51x + 0.4833R2 = 0.3124
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-503. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.1974x + 0.6102R2 = 0.0294
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-504. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.5849x + 0.4779R2 = 0.2318
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-505. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.2825x + 0.6182R2 = 0.014
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-506. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.8832x + 0.0312R2 = 0.8136
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-507. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.3495x + 0.3769R2 = 0.0399
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-508. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0571x + 0.1556R2 = 0.1462
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-509. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.28x + 0.204R2 = 0.1387
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-510. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.6174x + 0.4094R2 = 0.2241
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-511. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.4625x + 0.5924R2 = 0.043
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-512. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.8415x - 0.289R2 = 0.7628
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-513. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.9797x + 0.285R2 = 0.4314
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-514. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.3096x + 0.0929R2 = 0.5171
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-515. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.6766x + 0.474R2 = 0.3413
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-516. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.7741x + 0.2868R2 = 0.7342
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-517. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.538x + 0.0491R2 = 0.7947
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-518. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.4253x + 0.5163R2 = 0.4317
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-519. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.1544x + 0.627R2 = 0.0579
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-520. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.8165x - 0.1799R2 = 0.6395
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-521. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.2145x + 0.142R2 = 0.7423
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-522. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4108x + 0.0749R2 = 0.5624
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-523. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.7727x + 0.3873R2 = 0.6778
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-524. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.8589x + 0.2976R2 = 0.5047
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-525. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.0319x + 0.251R2 = 0.6268
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-526. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.4815x + 0.5155R2 = 0.3115
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-527. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.1176x + 0.6447R2 = 0.0132
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-528. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.4523x + 0.0444R2 = 0.376
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-529. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.5334x + 0.1096R2 = 0.5843
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-530. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.5567x + 0.0692R2 = 0.5944
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-531. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.8913x + 0.0441R2 = 0.6826
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-532. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.0405x + 0.3241R2 = 0.4194
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-533. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.4325x + 0.4096R2 = 0.1766
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-534. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.6379x + 0.5134R2 = 0.3153
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-535. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.3374x + 0.5931R2 = 0.0554
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-536. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.8402x + 0.1636R2 = 0.2739
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-537. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.899x + 0.5199R2 = 0.1186
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-538. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7996x + 0.0974R2 = 0.5565
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-539. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.8779x + 0.2998R2 = 0.2545
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-540. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.5305x + 0.2835R2 = 0.2798
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-541. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.3789x + 0.2028R2 = 0.2565
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-542. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.6345x + 0.4441R2 = 0.2391
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-543. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7538x + 0.5664R2 = 0.1153
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-544. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.5418x - 0.4692R2 = 0.8734
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-545. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0207x - 0.1085R2 = 0.8378
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-546. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.1752x - 0.1149R2 = 0.8434
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-547. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.1558x - 0.145R2 = 0.856
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-548. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0397x - 0.0012R2 = 0.8038
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-549. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8683x - 0.001R2 = 0.8038
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-550. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.6214x + 0.1845R2 = 0.4189
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-551. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.5366x - 0.4461R2 = 0.8558
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-552. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7645x + 0.0493R2 = 0.6899
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-553. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7835x + 0.1465R2 = 0.3675
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-554. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 1.163x - 0.14R2 = 0.872
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-555. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8894x + 0.0212R2 = 0.8415
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-556. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8488x + 0.0202R2 = 0.8415
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-557. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.6919x + 0.1266R2 = 0.3967
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-558. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.4131x - 0.3242R2 = 0.7972
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-559. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.6753x + 0.1069R2 = 0.6422
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-560. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0384x - 0.0697R2 = 0.7868
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-561. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.1531x - 0.107R2 = 0.8608
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-562. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8023x + 0.0233R2 = 0.8459
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-563. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8614x + 0.025R2 = 0.8459
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-564. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7125x + 0.1289R2 = 0.3634
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-565. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.8423x + 0.1687R2 = 0.8017
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-566. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.1706x + 0.1105R2 = 0.5417
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-567. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.2927x - 0.2344R2 = 0.4408
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-568. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.652x + 0.3256R2 = 0.7356
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-569. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.7377x - 0.092R2 = 0.8691
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-570. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.2447x - 0.1553R2 = 0.8691
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-571. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.252x - 0.0149R2 = 0.3004
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-572. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.0544x - 0.0297R2 = 0.991
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-573. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6534x + 0.3778R2 = 0.6129
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-574. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.5943x + 0.5577R2 = 0.5509
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-575. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.5699x + 0.3729R2 = 0.6422
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-576. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.4634x + 0.6376R2 = 0.4322
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-577. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.387x + 0.5324R2 = 0.4322
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-578. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.306x + 0.5522R2 = 0.2749
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-579. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0911x - 0.0416R2 = 0.9892
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-580. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6008x + 0.3719R2 = 0.6746
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-581. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.5556x + 0.537R2 = 0.8965
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-582. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.6511x + 0.3316R2 = 0.7287
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-583. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.4347x + 0.541R2 = 0.4748
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-584. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.4149x + 0.5164R2 = 0.4748
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-585. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.3656x + 0.5179R2 = 0.2616
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-586. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.1216x - 0.0441R2 = 0.9764
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-587. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.6934x + 0.3007R2 = 0.7893
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-588. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8512x + 0.361R2 = 0.9176
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-589. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.6851x + 0.319R2 = 0.7179
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-590. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.3901x + 0.4818R2 = 0.4722
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-591. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.4188x + 0.5174R2 = 0.4722
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-592. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.358x + 0.5305R2 = 0.2167
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-593. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.1717x - 0.003R2 = 0.8782
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-594. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.1984x + 0.0987R2 = 0.7099
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-595. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.6204x + 0.2283R2 = 0.773
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-596. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.2576x + 0.0848R2 = 0.8656
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2000
5 LR
FD D
istr
ibut
ion
Fact
or
Figure N-597. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.1981x + 0.2431R2 = 0.4773
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-598. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.3343x + 0.4101R2 = 0.4773
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-599. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.3584x + 0.5437R2 = 0.1874
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-600. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Adjacent Concrete Box Girders
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.5247x - 0.0258R2 = 0.781
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-601. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1205x + 0.0801R2 = 0.7315
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-602. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.2195x + 0.0586R2 = 0.7863
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-603. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.1519x + 0.0926R2 = 0.742
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-604. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.5141x - 0.065R2 = 0.7646
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-605. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 0.9136x + 0.1416R2 = 0.7907
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-606. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0843x + 0.0971R2 = 0.7883
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-607. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00y = 1.0843x + 0.0971R2 = 0.7883
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-608. Moment in the Interior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.799x - 0.0377R2 = 0.7465
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-609. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1434x - 0.0183R2 = 0.9846
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-610. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 0.2606x + 0.0679R2 = 0.844
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-611. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.1411x + 0.012R2 = 0.9819
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-612. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.5152x - 0.0156R2 = 0.6805
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-613. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0337x + 0.084R2 = 0.7924
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-614. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0936x + 0.1255R2 = 0.6878
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-615. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00y = 1.0936x + 0.1255R2 = 0.6878
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-616. Moment in the Interior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.8181x + 0.0936R2 = 0.6177
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-617. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.552x - 0.0822R2 = 0.9528
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-618. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 0.3932x + 0.0575R2 = 0.8825
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-619. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.5726x - 0.0649R2 = 0.9576
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-620. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 2.2037x - 0.0812R2 = 0.6385
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-621. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.0948x + 0.0939R2 = 0.5999
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-622. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.603x + 0.073R2 = 0.6484
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-623. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00y = 1.603x + 0.073R2 = 0.6484
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-624. Moment in the Interior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.6904x + 0.2538R2 = 0.4194
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-625. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.8116x + 0.0653R2 = 0.4033
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-626. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 0.8362x + 0.038R2 = 0.9086
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-627. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.1692x - 0.0149R2 = 0.4306
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-628. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 3.3328x - 0.0374R2 = 0.3762
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-629. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 1.0266x + 0.0422R2 = 0.4871
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-630. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.3058x + 0.0531R2 = 0.4929
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-631. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Interior Girder, 1 Lane Loaded, Location 104.00y = 2.3058x + 0.0531R2 = 0.4929
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-632. Moment in the Interior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.783x - 0.1628R2 = 0.8685
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-633. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.3285x + 0.1875R2 = 0.7595
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-634. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 0.2459x + 0.0849R2 = 0.7242
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-635. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.3664x + 0.2029R2 = 0.771
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-636. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.2753x + 0.1315R2 = 0.9286
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-637. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.0657x + 0.236R2 = 0.7895
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-638. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.2668x + 0.2084R2 = 0.7896
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-639. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00y = 1.2668x + 0.2084R2 = 0.7896
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-640. Moment in the Exterior Girder, 4 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 2.0757x - 0.1651R2 = 0.8477
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-641. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.3069x + 0.1049R2 = 0.9498
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-642. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 0.2949x + 0.0943R2 = 0.7691
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-643. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.3053x + 0.1345R2 = 0.9488
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-644. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.339x + 0.1614R2 = 0.8887
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-645. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.2373x + 0.1677R2 = 0.8076
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-646. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.3142x + 0.2124R2 = 0.7068
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-647. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00y = 1.3142x + 0.2124R2 = 0.7068
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-648. Moment in the Exterior Girder, 3 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 2.1511x - 0.0761R2 = 0.7346
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-649. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.8761x + 0.0095R2 = 0.9233
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-650. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 0.4231x + 0.0904R2 = 0.7864
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-651. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.9015x + 0.0278R2 = 0.9285
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-652. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.9309x + 0.1141R2 = 0.8145
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-653. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.2871x + 0.1605R2 = 0.638
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-654. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.8781x + 0.172R2 = 0.6848
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-655. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00y = 1.8781x + 0.172R2 = 0.6848
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-656. Moment in the Exterior Girder, 2 Lanes Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 3.9119x - 0.0907R2 = 0.7059
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-657. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 3.3933x + 0.1272R2 = 0.5493
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-658. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 0.7642x + 0.0898R2 = 0.7406
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Alte
rnat
e M
omen
t Dis
trib
utio
n Fa
ctor
Figure N-659. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.6501x + 0.0291R2 = 0.6058
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-660. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 4.0173x + 0.0097R2 = 0.7519
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-661. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 1.1475x + 0.0789R2 = 0.5862
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-662. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.6326x + 0.1247R2 = 0.6067
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-663. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00y = 2.6326x + 0.1247R2 = 0.6067
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-664. Moment in the Exterior Girder, 1 Lane Loaded, Location 104.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 1.0486x - 0.0178R2 = 0.9743
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-665. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7656x + 0.1113R2 = 0.9215
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-666. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.9187x + 0.1336R2 = 0.9215
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-667. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8649x + 0.1259R2 = 0.9087
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-668. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.8513x + 0.1819R2 = 0.8989
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-669. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7109x + 0.1519R2 = 0.8989
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-670. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00y = 0.7109x + 0.1519R2 = 0.8989
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-671. Shear in the Interior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9822x + 0.0458R2 = 0.9643
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-672. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8144x + 0.0223R2 = 0.9558
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-673. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9773x + 0.0268R2 = 0.9558
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-674. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.9056x + 0.1062R2 = 0.9222
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-675. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.8192x + 0.1035R2 = 0.9077
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-676. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7819x + 0.0987R2 = 0.9077
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-677. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00y = 0.7819x + 0.0987R2 = 0.9077
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-678. Shear in the Interior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 1.0017x + 0.0491R2 = 0.965
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-679. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7319x + 0.0617R2 = 0.9231
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-680. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.8783x + 0.0741R2 = 0.9231
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-681. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.9001x + 0.1226R2 = 0.913
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-682. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7418x + 0.0901R2 = 0.8943
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-683. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7964x + 0.0968R2 = 0.8943
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-684. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00y = 0.7964x + 0.0968R2 = 0.8943
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-685. Shear in the Interior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.9555x + 0.0934R2 = 0.9342
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-686. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.3702x - 0.0809R2 = 0.7931
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-687. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.2152x - 0.1484R2 = 0.8097
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-688. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0281x + 0.1599R2 = 0.8157
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-689. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 0.5975x - 0.0069R2 = 0.7656
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-690. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0034x - 0.0099R2 = 0.7663
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-691. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Interior Girder, 1 Lane Loaded, Location 100.00y = 1.0034x - 0.0099R2 = 0.7663
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-692. Shear in the Interior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 1.0857x - 0.0531R2 = 0.998
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-693. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.8045x + 0.2993R2 = 0.9091
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-694. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.9654x + 0.3591R2 = 0.9091
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-695. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.6959x + 0.273R2 = 0.9345
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-696. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.879x + 0.3982R2 = 0.8663
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-697. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.7341x + 0.3326R2 = 0.8663
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-698. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00y = 0.7341x + 0.3326R2 = 0.8663
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-699. Shear in the Exterior Girder, 4 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0739x - 0.037R2 = 0.9959
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-700. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8429x + 0.1992R2 = 0.918
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-701. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 1.0115x + 0.239R2 = 0.918
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-702. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.7754x + 0.2512R2 = 0.9412
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-703. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8579x + 0.2894R2 = 0.8407
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-704. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8188x + 0.2762R2 = 0.8407
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-705. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00y = 0.8188x + 0.2762R2 = 0.8407
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-706. Shear in the Exterior Girder, 3 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.1026x - 0.0383R2 = 0.9898
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-707. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.9216x + 0.1734R2 = 0.974
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-708. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 1.1059x + 0.2081R2 = 0.974
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-709. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8283x + 0.2306R2 = 0.932
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-710. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.7977x + 0.246R2 = 0.8518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-711. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8565x + 0.2642R2 = 0.8518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-712. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00y = 0.8565x + 0.2642R2 = 0.8518
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-713. Shear in the Exterior Girder, 2 Lanes Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.1507x - 0.0311R2 = 0.9898
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Leve
r Rul
e D
istr
ibut
ion
Fact
or
Figure N-714. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.9584x + 0.2218R2 = 0.8985
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Num
ber o
f Lan
es /
Num
er o
f Gird
ers
Dis
trib
utio
n Fa
ctor
Figure N-715. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.8616x + 0.1161R2 = 0.9458
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Hen
ry's
Met
hod
Dis
trib
utio
n Fa
ctor
Figure N-716. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 1.004x + 0.1689R2 = 0.9578
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
2005
LR
FD D
istr
ibut
ion
Fact
or
Figure N-717. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.409x + 0.1292R2 = 0.8534
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Can
adia
n H
ighw
ay B
ridge
Des
ign
Cod
e D
istr
ibut
ion
Fact
or
Figure N-718. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.6886x + 0.2182R2 = 0.8541
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
AA
SHTO
Sta
ndar
d Sp
ecifi
catio
n D
istr
ibut
ion
Fact
or
Figure N-719. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00y = 0.6886x + 0.2182R2 = 0.8541
0
0.2
0.4
0.6
0.8
1
1.2
1.4
0 0.2 0.4 0.6 0.8 1 1.2 1.4
Rigorous Distribution Factor
Sand
ers
and
Elle
by D
istr
ibut
ion
Fact
or
Figure N-720. Shear in the Exterior Girder, 1 Lane Loaded, Location 100.00
