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Bridges & Structures

Input Sample

AASHTO BRIDGEWare - Engineering and Management Software
Opis - Bridge Design

Note: This Opis file is included for illustrative purposes. It was generated during preliminary stages of this project to compute final design moments, shears, and reactions. Additional iterations were performed resulting in final design conditions that differ slightly from those presented in this design sample.

Bridge

Bridge Id  r2 Span Steel Bridge
Structure Number  r2 SpanBridge
Name  FHWA LRFD Steel Bridge Design Example
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Description  Revised.
Location
Bridge Completely Defined Indicator  TRUE
Template Indicator  FALSE
Facility Carried
Feature Intersected
Year Built
System Of Units  US Customary
Route Number  -1
Length  240.00 ft
Mile/Km Post  mi
Recent ADTT
District
County
Owner
Maintainer
Administrative Area  -1
National Highway System Indicator
Functional Class  -1
Bridge Alt Name - Existing Bridge Alternative #1
Bridge Alt Name - Current Bridge Alternative #1
X Plane Coordinate  ft
Y Plane Coordinate  ft
Elevation  ft
Longitude
Latitude
Impact Factor Adjustment
Impact Factor Override  %
Impact Factor Type  Standard - AASHTO
LRFD Constant Impact Factor  33.0 %
LRFD Fatigue Impact Factor  15.0 %

Bridge Alt

Name  Bridge Alternative #1
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Reference Line Length  ft
Station  ft
Bearing  0.00 Degrees
Distance  ft
Elevation  ft
Offset  ft

Structure

Name  Structure #1
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Super Structure Alternative Name - Existing  Structure Alternative #1
Super Structure Alternative Name - Current  Structure Alternative #1
Distance  ft
Offset  ft
Angle  Degrees

Structure Alternative

Name  Structure Alternative #1
Description
Creation Timestamp  Thursday, December 18, 2003 14 58 34
Last Modified Timestamp
Super Structure Definition Name  2 Span 5 Girder System

Materials

Structural Steel Material

Name  Grade 50W
Description  AASHTO M270 Grade 50W
Si Or Us Type  US Customary
Yield Strength  50.000 ksi
Tensile Strength  70.000 ksi
Coefficient Of Thermal Expansion  0.0000065000 1/F
Density  0.4900 kcf
Modulus Of Elasticity  29000.00 ksi

Concrete Material

Name  Class A (US)
Description  Class A cement concrete
Si Or Us Type  US Customary
28 Day Compressive Strength  4.000 ksi
Initial Compressive Strength  ksi
Density For DL  0.150 kcf
Density For Modulus Of Elasticity  0.145 kcf
Modulus Of Elasticity  3644.15 ksi
Initial Modulus Of Elasticity ksi
Coefficient Of Thermal Expansion  0.0000060000 1/F
Poissons Ratio  0.200
Composition Type  Normal
Modulus Of Rupture  0.480 ksi
Shear Factor  1.000

Reinforcing Steel Material

Name  Grade 60
Description  60 ksi reinforcing steel
Si Or Us Type  US Customary
Yield Strength  60.000 ksi
Modulus Of Elasticity  29000.00 ksi
Ultimate Strength  90.000 ksi
Reinforcing Bar Type  Plain

Beam Shapes
Steel Beam Shapes
Appurtenances
Concrete Parapet

Name  Standard Parapet
Description  Standard Parapet
Si Or Us Type  US Customary
Concrete Density  0.1500 kcf
Distance To Additional Load  in
Additional Load  kip/ft
X1  9.2500 in
X2  3.5000 in
X3  4.5000 in
Y1  0.0000 in
Y2  32.0000 in
Y3  6.7500 in
Y4  3.2500 in

Factors
Super Structure Definitions
Girder System Structure Def

Name  2 Span 5 Girder System
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
System Of Units  US Customary
Number Of Girders  5
Number Of Spans  2
Frame Structure Simplified Definition Indicator
LRFD - Lanes Available to Trucks
LRFD - Override Truck Fraction Indicator  FALSE
LRFD - Override Truck Fraction
Average Humidity %
Override LFD Factor Name
Override LRFD Factor Name
Girder Spacing Display Type  Perpendicular
Impact Factor Adjustment  0.000
Impact Factor Override  0.0 %
Impact Factor Type  Standard - AASHTO
LRFD Constant Impact Factor  33.0 %
LRFD Fatigue Impact Factor  15.0 %
Dead Load 1 Distribution Type  Tributary Area
Dead Load 2 Distribution Type Uniformly to All Girders

Span Lengths

Span Length(ft)
1 120.0000
2 120.0000

Load Case Description

Name Description LoadType Stage Name Load Application
Time
(Days)
DC1 DC acting on non-composite
section
 D,DC Non-composite (Stage 1)  
DC2 DC acting on long-term
composite section
D,DC Composite (long term) (Stage 2)  
DW DW acting on long-term
composite section
D,DW Composite (long term)
(Stage 2)
 
SIP
Forms
Weight due to stay-in-place forms D,DC Non-composite (Stage 1)  

Structure Framing Plan Details

Support Skew

Support Number Skew Degrees Frame Connections Indicator
1 0.0000
2 0.0000
3 0.0000

Girder Spacings

BayNumber Start Spacing ft End Spacing ft
1 9.7500 9.7500
2 9.7500 9.7500
3 9.7500 9.7500
4 9.7500 9.7500

Diaphragm Locations

Bay Number: 1

Right Member Distance (ft) Left Member Distance (ft) Number of Spaces Spacing Weight (ft)(kip)
0.00 0.00 1 0.00
13.33 13.33 1 0.00
13.33 13.33 8 13.33
133.33 133.33 8 13.33
133.33 133.33 1 0.00

Bay Number: 2

Right Member Distance (ft) Left Member Distance (ft) Number of Spaces Spacing Weight (ft)(kip)
0.00 0.00 1 0.00
13.33 13.33 1 0.00
13.33 13.33 8 13.33
133.33 133.33 8 13.33
133.33 133.33 1 0.00

Bay Number: 3

Right Member Distance (ft) Left Member Distance (ft) Number of Spaces Spacing Weight (ft)(kip)
0.00 0.00 1 0.00
13.33 13.33 8 13.33
13.33 13.33 1 0.00
133.33 133.33 8 13.33
133.33 133.33 1 0.00

Bay Number: 4

Right Member Distance (ft) Left Member Distance (ft) Number of Spaces Spacing Weight (ft)(kip)
0.00 0.00 1 0.00
13.33 13.33 8 13.33
13.33 13.33 1 0.00
133.33 133.33 1 0.00
133.33 133.33 8 13.33

Structure Typical Section
Concrete Deck

Width Left Start  23.44 ft
Width Right Start  23.44 ft
Width Left End  23.44 ft
Width Right End  23.44 ft
Left Overhang Start  3.94 ft
Left Overhang End  3.94 ft
Deck Type  Concrete
Deck Concrete Name  Class A (US)
Total Deck Thickness  8.5000 in
Deck Crack Control Parameter Z  130.000 kip/in
Modular Ratio Sustained Factor  3.000

Concrete Appurtenances

Name Load Case
Name
Measured To Front
Face Indicator
Offset
Reference Type
Offset at
Start
(ft)
Offset at
End
(ft)
Face Left
Indicator
 
Standard Parapet DC2 FALSE Left Edge 0.00 0.00 FALSE
Standard Parapet DC2 FALSE Right Edge 0.00 0.00 TRUE

Travelway

Number Of
Lanes
Distance
(ft)
Length
(ft)
Offset Left
Start
(ft)
Offset Right
Start
(ft)
Offset Left
End
(ft)
Offset Right
End
(ft)
2 0.00 240.00 -22.00 0.00 -22.00 0.00
2 0.00 240.00 0.00 22.00 0.00 22.00

Wearing Surface

Wearing Surface Material Name  Bituminous
Wearing Surface Description  Bituminous Wearing Surface
Wearing Surface Thickness  2.5000 in
Wearing Surface Density  140.000 pcf
Wearing Surface Load Case Name  DW

Transverse Stiffener - Plate

Name  1 Sided Plate Stiffener
Number Of Sides  1
Steel Name  Grade 50W
Thickness  0.6250 in
Width  6.0000 in
Top Gap in
Bot Gap in
Top Flange Weld Name
Web Weld Name

Bearing Stiffeners - Plate

Bot Flange Weld Name
Name  Abutment Bearing Stiffener
Steel Name  Grade 50W
Thickness  0.5000 in
Width  5.5000 in
Top Outside Clip Length  in
Top Inside Clip Horz Length  in
Top Inside Clip Vert Length  in
Bot Outside Clip Length  in
Bot Inside Clip Horz Length  in
Bot Inside Clip Vert Length  in
Top Flange Weld Name
Web Weld Name
Bot Flange Weld Name

Bearing Stiffeners - Plate
 

Name  Pier Bearing Stiffener
Steel Name  Grade 50W
Thickness  0.8750 in
Width  6.5000 in
Top Outside Clip Length  in
Top Inside Clip Horz Length  in
Top Inside Clip Vert Length  in
Bot Outside Clip Length  in
Bot Inside Clip Horz Length  in
Bot Inside Clip Vert Length  in
Top Flange Weld Name
Web Weld Name
Bot Flange Weld Name

Girder Member

Name  G1
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Same As Structure Member Name
Member Alternative Name - Existing  Steel Plate Girder
Member Alternative Name - Current  Steel Plate Girder
Pedestrian Live Load Force  0.000 lb/ft

Member Loads
Distributed Member Loads

Load Case Name Distance
(ft)
 
Length
(ft)
Load Start
(kip/ft)
Load End
(kip/ft)
SIP Forms 0.00 240.00 0.146 0.146
DC1 0.00 240.00 0.015 0.015

Settlement

Load
Case
Support
Number
X Translation
Settlement
(in)
Y Translation
Settlement
(in)
Z Rotation
Settlement
(Radians)
  1      
  2      
  3      

Supports
General

Support Number Support Type X Translation Type Y Translation Type Z Rotation Type
1 Roller Free Fixed Free
2 Pinned Fixed Fixed Free
3 Roller Free Fixed Free

Elastic

Support
Number
X Translation Spring Constant
(kip/ft)
Y Translation
Spring Constant
(kip/ft)
Z Rotation
Spring Constant
(kip-in/rad)
Override Z Rot Spring
Const Indicator
1        
2        
3        

Member Alt - Steel Plate I Beam - Schd

Name  Steel Plate Girder
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Cross Section Based Indicator  FALSE
System Of Units  US Customary
Additional Self Load  kip/ft
Additional Self Load Percent  %
Beam Projection Start  12.0000 in
Beam Projection End  12.0000 in
Default Rating Method  LFD
Analysis Module Name - ASD  BRASS ASD
Analysis Module Name - LFD  BRASS LFD
Analysis Module Name - LRFD  BRASS LRFD
Override LFD Factor Name
Override LRFD Factor Name
ASD Inv Structural Steel Factor
ASD Inv Concrete Factor
ASD Inv Rebar Factor
ASD Inv Bearing Stiffener Factor
ASD Opr Structural Steel Factor
ASD Opr Concrete Factor
ASD Opr Rebar Factor
ASD Opr Bearing Stiffener Factor
Default Structural Steel Name  Grade 50W
Default Deck Concrete Name  Class A (US)
Default Deck Reinf Steel Name  Grade 60
Default Weld Name
Default Bolt Name
Haunch Type  T-web top,W-flange edge
Haunch Embedded Flange Indicator  FALSE
Impact Factor Adjustment  0.000
Impact Factor Override  0.0 %
Impact Factor Type  Standard - AASHTO
LRFD Constant Impact Factor  33.0 %
LRFD Fatigue Impact Factor  15.0 %
LFD Multi LL Factor Moment
LFD Multi LL Factor Shear
LFD Multi LL Factor Shear At Supports
LFD Multi LL Factor Deflection
LFD Single LL Factor Moment
LFD Single LL Factor Shear
LFD Single LL Factor Shear At Supports
LFD Single LL Factor Deflection

Import Event
Steel Top Flange Plate Ranges

Begin
Width
(in)
End
Width
(in)
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld
Name
Weld At Right
Name
14.0000 14.0000 0.7500 0.00 84.00 Grade 50W
14.0000 14.0000 1.3750 84.00 24.00 Grade50W
14.0000 14.0000 2.6250 108.00 24.00 Grade 50W
14.0000 14.0000 1.3750 132.00 24.00 Grade 50W
14.0000 14.0000 0.7500 156.00 84.00 Grade 50W

Steel Web Plate Ranges
 

Begin
Width
(in)
End
Width
(in)
Depth Variation
Type
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld At Right
Name
54.0000 54.0000 None 0.5000 0.00 240.00 Grade 50W

Steel Bottom Flange Plate Ranges
 

Begin
Width
(in)
End
Width
(in)
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld
Name
Weld At Right
Name
14.0000 14.0000 1.0000 0.00 84.00 Grade 50W
14.0000 14.0000 1.3750 84.00 24.00 Grade50W
14.0000 14.0000 2.6250 108.00 24.00 Grade 50W
14.0000 14.0000 1.3750 132.00 24.00 Grade 50W
14.0000 14.0000 1.0000 156.00 84.00 Grade 50W

Deck Concrete Profile

ConcreteName   Distance
(ft)
Length
(ft)
Structural
Thickness
(in)
Effective Width
Std
(in)
Effective Width
LRFD
(in)
Modular
Ratio
Class A (US) 0.00 240.00 8.0000 96.0000 98.7500 8.000

Deck Reinforcement Profile

Reinf Steel
Name
Distance
(ft)
Length
(ft)
Number Of
Bars
Bar
Size
Vert
Distance
(in)
Vert Distance Reference
Type
Grade 60 0.00 240.00 10.300 5 1.3125 Bottom of Slab
Grade 60 0.00 240.00 5.425 5 2.8125 Top of Slab
Grade 60 0.00 240.00 5.150 4 1.2500 Bottom of Slab
Grade 60 0.00 240.00 5.425 4 1.7500 Bottom of Slab
Grade 60 0.00 240.00 5.150 5 2.8125 Top of Slab
Grade 60 0.00 240.00 10.850 5 2.8125 Top of Slab
Grade 60 0.00 240.00 10.300 5 2.8125 Top of Slab
Grade 60 0.00 240.00 10.850 5 1.8125 Bottom of Slab

Shear Connector Profile
 

Distance
(ft)
Length
(ft)
Connector Name Number Per Row Number Of Spaces Transverse Spacing (in)
0.00 240.00
 
       

Haunch Profile
 

Distance
(ft)
Length
(ft)
Z1
(in)
Z2
(in)
Z3
(in)
Z4
(in)
Y1
(in)
Y2
(in)
Y3
(in)
0.00 240.00 3.5000 3.5000 3.5000 3.5000 3.5000 3.0000

Lateral Support

Distance
(ft)
Length
(ft)
0.00 240.00

Transverse Stiffener Ranges

Trans Stiffener Name Distance
(ft)
Number Of Spaces Spacing
(in)
1 Sided Plate Stiffener 6.67 2 80.0000
1 Sided Plate Stiffener 6.67 1 0.0000
1 Sided Plate Stiffener 26.67 5 160.0000
1 Sided Plate Stiffener 26.67 1 0.0000
1 Sided Plate Stiffener 100.00 1 0.0000
1 Sided Plate Stiffener 100.00 2 80.0000
1 Sided Plate Stiffener 126.67 2 80.0000
1 Sided Plate Stiffener 126.67 1 0.0000
1 Sided Plate Stiffener 146.67 5 160.0000
1 Sided Plate Stiffener 146.67 1 0.0000
1 Sided Plate Stiffener 220.00 1 0.0000
1 Sided Plate Stiffener 220.00 2 80.0000

Bearing Stiffeners

Support Number: 1

Name  Offset
(in)
Abutment Bearing Stiffener -3.0000
Abutment Bearing Stiffener 3.0000

Support Number: 2

Name  Offset
(in)
Pier Bearing Stiffener -3.0000
Pier Bearing Stiffener 3.0000

Support Number: 3

Name  Offset
(in)
Abutment Bearing Stiffener -3.0000
Abutment Bearing Stiffener 3.0000

Point of Interest

Distance  90.00 ft
Section Location Type  Right
Override Transverse Stiff Indicator  FALSE
Transverse Stiff Spacing in
Transverse Stiff Width  in
Transverse Stiff Thickness  in
Transverse Stiff Steel Name  Grade 50W
Transverse Stiff Number  1
Transverse Stiff Type  Plate
Override Bearing Stiff Indicator  FALSE
Bearing Stiff Width  in
Bearing Stiff Thickness  in
Bearing Stiff Steel Name  Grade 50W
Bearing Stiff Clip in
Bearing Stiff Number Pairs
Bearing Stiff Pair Spacing in
Bearing Stiff Attachment Type  Welds
Override Long Stiff Indicator  FALSE
Long Stiff Width  in
Long Stiff Thickness  in
Long Stiff Steel Name  Grade 50W
Long Stiff Distance  in
Long Stiff Distance Reference Type  Top Flange
Number Fatigue Cycles
Override Lateral Support Schedule
Override Diaph Indicator  FALSE
Distance Diaph Left  ft
Distance Diaph Right  ft
Diaph At Point Indicator  FALSE
Compression Flange Unsupported Length  ft
Tension Field Action Indicator  FALSE
Net Moment Of Inertia  in^4
Distance to Centroid  in
Web Net Area  in^2
Allowable Shear Top Plate  ksi
Allowable Shear Bottom Plate  ksi
Percent Area Top Flange  %
Percent Area Bottom Flange  %

Point of Interest

Distance  150.00 ft
Section Location Type  Right
Override Transverse Stiff Indicator  FALSE
Transverse Stiff Spacing in
Transverse Stiff Width  in
Transverse Stiff Thickness  in
Transverse Stiff Steel Name  Grade 50W
Transverse Stiff Number  1
Transverse Stiff Type  Plate
Override Bearing Stiff Indicator  FALSE
Bearing Stiff Width  in
Bearing Stiff Thickness  in
Bearing Stiff Steel Name  Grade 50W
Bearing Stiff Clip in
Bearing Stiff Number Pairs
Bearing Stiff Pair Spacing in
Bearing Stiff Attachment Type  Welds
Override Long Stiff Indicator  FALSE
Long Stiff Width  in
Long Stiff Thickness  in
Long Stiff Steel Name  Grade 50W
Long Stiff Distance  in
Long Stiff Distance Reference Type  Top Flange
Number Fatigue Cycles
Override Lateral Support Schedule
Override Diaph Indicator  FALSE
Distance Diaph Left  ft
Distance Diaph Right  ft
Diaph At Point Indicator  FALSE
Compression Flange Unsupported Length  ft
Tension Field Action Indicator  FALSE
Net Moment Of Inertia  in^4
Distance to Centroid  in
Web Net Area  in^2
Allowable Shear Top Plate  ksi
Allowable Shear Bottom Plate  ksi
Percent Area Top Flange  %
Percent Area Bottom Flange  %

Girder Member

Name  G2
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Same As Structure Member Name
Member Alternative Name - Existing  Steel Plate Girder
Member Alternative Name - Current  Steel Plate Girder
Pedestrian Live Load Force  0.000 lb/ft

Member Loads

Distributed Member Loads

Load Case Name Distance
(ft)
Length
(ft)
Load Start
(kip/ft)
Load End
(kip/ft)
SIP Forms 0.00 240.00 0.146 0.146
DC1 0.00 240.00 0.015 0.015

Settlement

Load
Case
Support
Number
X Translation
Settlement
(in)
Y Translation
Settlement
(in)
Z Rotation
Settlement
(Radians)
  1      
  2      
  3      

Supports

General

Support Number Support Type X Translation Type Y Translation Type Z Rotation Type
1 Roller Free Fixed Free
2 Pinned Fixed Fixed Free
3 Roller Free Fixed Free

Elastic

Support
Number
X Translation
Spring Constant
(kip/ft)
Y Translation
Spring Constant
(kip/ft)
Z Rotation
Spring Constant
(kip-in/rad)
Override Z Rot Spring
Const Indicator
1        
2        
3        

Member Alt - Steel Plate I Beam - Schd

Name  Steel Plate Girder
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Cross Section Based Indicator  FALSE
System Of Units  US Customary
Additional Self Load  kip/ft
Additional Self Load Percent  %
Beam Projection Start  12.0000 in
Beam Projection End  12.0000 in
Default Rating Method  LFD
Analysis Module Name - ASD  BRASS ASD
Analysis Module Name - LFD  BRASS LFD
Analysis Module Name - LRFD  BRASS LRFD
Override LFD Factor Name
Override LRFD Factor Name
ASD Inv Structural Steel Factor
ASD Inv Concrete Factor
ASD Inv Rebar Factor
ASD Inv Bearing Stiffener Factor
ASD Opr Structural Steel Factor
ASD Opr Concrete Factor
ASD Opr Rebar Factor
ASD Opr Bearing Stiffener Factor
Default Structural Steel Name  Grade 50W
Default Deck Concrete Name  Class A (US)
Default Deck Reinf Steel Name  Grade 60
Default Weld Name
Default Bolt Name
Haunch Type  T-web top,W-flange edge
Haunch Embedded Flange Indicator  FALSE
Impact Factor Adjustment  0.000
Impact Factor Override  0.0 %
Impact Factor Type  Standard - AASHTO
LRFD Constant Impact Factor  33.0 %
LRFD Fatigue Impact Factor  15.0 %
LFD Multi LL Factor Moment
LFD Multi LL Factor Shear
LFD Multi LL Factor Shear At Supports
LFD Multi LL Factor Deflection
LFD Single LL Factor Moment
LFD Single LL Factor Shear
LFD Single LL Factor Shear At Supports
LFD Single LL Factor Deflection

Import Event

Steel Top Flange Plate Ranges

Begin
Width
(in)
End
Width
(in)
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld
Name
Weld At Right
Name
14.0000 14.0000 0.7500 0.00 84.00 Grade 50W
14.0000 14.0000 1.3750 84.00 24.00 Grade 50W
14.0000 14.0000 2.6250 108.00 24.00 Grade 50W
14.0000 14.0000 1.3750 132.00 24.00 Grade 50W
14.0000 14.0000 0.7500 156.00 84.00 Grade 50W

Steel Web Plate Ranges

Begin
Depth
(in)
End
Depth
(in)
Depth Variation
Type
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld At Right
Name
54.0000 54.0000 None 0.5000 0.00 240.00 Grade 50W

Steel Bottom Flange Plate Ranges

Begin
Width
(in)
End
Width
(in)
Thickness
(in)
Distance
(ft)
Length
(ft)
Steel
Name
Weld
Name
Weld At Right
Name
14.0000 14.0000 1.0000 0.00 84.00 Grade 50W
14.0000 14.0000 1.3750 84.00 24.00 Grade 50W
14.0000 14.0000 2.6250 108.00 24.00 Grade 50W
14.0000 14.0000 1.3750 132.00 24.00 Grade 50W
14.0000 14.0000 1.0000 156.00 84.00 Grade 50W

Deck Concrete Profile

Concrete
Name
Distance
(ft)
Length
(ft)
Structural
Thickness
(in)
Effective Width
Std
(in)
Effective Width
LRFD
(in)
Modular
Ratio
Class A (US) 0.00 240.00 8.0000 96.0000 103.0000 8.000

Deck Reinforcement Profile

Reinf Steel
Name
Distance
(ft)
Length
(ft)
Number Of
Bars
Bar
Size
Vert
Distance
(in)
Vert Distance Reference
Type
Grade 60 0.00 240.00 11.700 4 1.2500 Bottom of Slab
Grade 60 0.00 240.00 23.400 5 2.8125 Top of Slab
Grade 60 0.00 240.00 11.700 5 2.8125 Top of Slab
Grade 60 0.00 240.00 23.400 5 1.3125 Bottom of Slab

Shear Connector Profile

Distance
(ft)
Length
(ft)
Connector Name Number Per Row Number Of Spaces Transverse Spacing
(in)
 
0.00 240.00        

Haunch Profile

Distance
(ft)
Length
(ft)
Z1
(in)
Z2
(in)
Z3
(in)
Z4
(in)
Y1
(in)
Y2
(in)
Y3
(in)
0.00 240.00 3.5000 3.5000     3.5000    

Lateral Support

Distance
(ft)
Length
(ft)
0.00 240.00

Transverse Stiffener Ranges

Trans Stiffener Name Distance
(ft)
Number Of Spaces Spacing
(in)
1 Sided Plate Stiffener 6.67 2 80.0000
1 Sided Plate Stiffener 6.67 1 0.0000
1 Sided Plate Stiffener 26.67 5 160.0000
1 Sided Plate Stiffener 26.67 1 0.0000
1 Sided Plate Stiffener 100.00 1 0.0000
1 Sided Plate Stiffener 100.00 2 80.0000
1 Sided Plate Stiffener 126.67 2 80.0000
1 Sided Plate Stiffener 126.67 1 0.0000
1 Sided Plate Stiffener 146.67 5 160.0000
1 Sided Plate Stiffener 146.67 1 0.0000
1 Sided Plate Stiffener 220.00 1 0.0000
1 Sided Plate Stiffener 220.00 2 80.0000

Bearing Stiffeners

Support Number: 1

Name  Offset
(in)
Abutment Bearing Stiffener -3.0000
Abutment Bearing Stiffener 3.0000

Support Number: 2

Name  Offset
(in)
Pier Bearing Stiffener -3.0000
Pier Bearing Stiffener 3.0000

Support Number: 3

Name  Offset
(in)
Abutment Bearing Stiffener -3.0000
Abutment Bearing Stiffener 3.0000

Point of Interest

Distance  90.00 ft
Section Location Type  Right
Override Transverse Stiff Indicator  FALSE
Transverse Stiff Spacing in
Transverse Stiff Width  in
Transverse Stiff Thickness  in
Transverse Stiff Steel Name  Grade 50W
Transverse Stiff Number  1
Transverse Stiff Type  Plate
Override Bearing Stiff Indicator  FALSE
Bearing Stiff Width  in
Bearing Stiff Thickness  in
Bearing Stiff Steel Name  Grade 50W
Bearing Stiff Clip in
Bearing Stiff Number Pairs
Bearing Stiff Pair Spacing in
Bearing Stiff Attachment Type  Welds
Override Long Stiff Indicator  FALSE
Long Stiff Width  in
Long Stiff Thickness  in
Long Stiff Steel Name  Grade 50W
Long Stiff Distance  in
Long Stiff Distance Reference Type  Top Flange
Number Fatigue Cycles
Override Lateral Support Schedule
Override Diaph Indicator  FALSE
Distance Diaph Left  ft
Distance Diaph Right  ft
Diaph At Point Indicator  FALSE
Compression Flange Unsupported Length  ft
Tension Field Action Indicator  FALSE
Net Moment Of Inertia  in^4
Distance to Centroid  in
Web Net Area  in^2
Allowable Shear Top Plate  ksi
Allowable Shear Bottom Plate  ksi
Percent Area Top Flange  %
Percent Area Bottom Flange  %

Point of Interest

Distance  150.00 ft
Section Location Type  Right
Override Transverse Stiff Indicator  FALSE
Transverse Stiff Spacing in
Transverse Stiff Width  in
Transverse Stiff Thickness  in
Transverse Stiff Steel Name  Grade 50W
Transverse Stiff Number  1
Transverse Stiff Type  Plate
Override Bearing Stiff Indicator  FALSE
Bearing Stiff Width  in
Bearing Stiff Thickness  in
Bearing Stiff Steel Name  Grade 50W
Bearing Stiff Clip in
Bearing Stiff Number Pairs
Bearing Stiff Pair Spacing in
Bearing Stiff Attachment Type  Welds
Override Long Stiff Indicator  FALSE
Long Stiff Width  in
Long Stiff Thickness  in
Long Stiff Steel Name  Grade 50W
Long Stiff Distance  in
Long Stiff Distance Reference Type  Top Flange
Number Fatigue Cycles
Override Lateral Support Schedule
Override Diaph Indicator  FALSE
Distance Diaph Left  ft
Distance Diaph Right  ft
Diaph At Point Indicator  FALSE
Compression Flange Unsupported Length  ft
Tension Field Action Indicator  FALSE
Net Moment Of Inertia  in^4
Distance to Centroid  in
Web Net Area  in^2
Allowable Shear Top Plate  ksi
Allowable Shear Bottom Plate  ksi
Percent Area Top Flange  %
Percent Area Bottom Flange  %

Girder Member

Name  G3
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Same As Structure Member Name  G2
Member Alternative Name - Existing
Member Alternative Name - Current
Pedestrian Live Load Force  lb/ft

Member Loads

Settlement

Load
Case
Support
Number
X Translation
Settlement
(in)
Y Translation
Settlement
(in)
Z Rotation
Settlement
(Radians)
  1      
  2      
  3      

Supports

General

Support Number Support Type X Translation Type Y Translation Type Z Rotation Type
1 Pinned Fixed Fixed Free
2 Roller Free Fixed Free
3 Roller Free Fixed Free

Elastic

Support
Number
X Translation
Spring Constant
(kip/ft)
Y Translation
Spring Constant
(kip/ft)
Z Rotation
Spring Constant
(kip-in/rad)
Override Z Rot Spring
Const Indicator
1        
2        
3        

Girder Member

Name  G4
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Same As Structure Member Name  G2
Member Alternative Name - Existing
Member Alternative Name - Current
Pedestrian Live Load Force  lb/ft

Member Loads

Settlement

Load
Case
Support
Number
X Translation
Settlement
(in)
Y Translation
Settlement
(in)
Z Rotation
Settlement
(Radians)
  1      
  2      
  3      

Supports

General

Support Number Support Type X Translation Type Y Translation Type Z Rotation Type
1 Pinned Fixed Fixed Free
2 Roller Free Fixed Free
3 Roller Free Fixed Free

Elastic

Support
Number
X Translation
Spring Constant
(kip/ft)
Y Translation
Spring Constant
(kip/ft)
Z Rotation
Spring Constant
(kip-in/rad)
Override Z Rot Spring
Const Indicator
1        
2        
3        

Girder Member

Name  G5
Description
Creation Timestamp  Thursday, December 18, 2003 14:58:34
Last Modified Timestamp
Same As Structure Member Name  G1
Member Alternative Name - Existing
Member Alternative Name - Current
Pedestrian Live Load Force  lb/ft

Member Loads

Settlement

Load
Case
Support
Number
X Translation
Settlement
(in)
Y Translation
Settlement
(in)
Z Rotation
Settlement
(Radians)
  1      
  2      
  3      

Supports

General

Support Number Support Type X Translation Type Y Translation Type Z Rotation Type
1 Pinned Fixed Fixed Free
2 Roller Free Fixed Free
3 Roller Free Fixed Free

Elastic

Support
Number
X Translation
Spring Constant
(kip/ft)
Y Translation
Spring Constant
(kip/ft)
Z Rotation
Spring Constant
(kip-in/rad)
Override Z Rot Spring
Const Indicator
1        
2        
3        
Updated: 07/18/2013
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