Welcome to Precast/Prestressed Girder Canada Online Help
Bentley Software Disclaimer
Contacting Technical Support
Units
Introduction to Precast/Prestressed Girder
Program Capabilities
Design Code and Units
Program Libraries
Span Type
Flared Girder Geometry
Analysis
Design
Modeling
General Program Capabilities
Program Boundaries
System Requirements
Bentley/LEAP Bridge Workflow
General Operation
Project Tab
Geometry Tab
Geometry Terms
Materials Tab
Materials Terms
Loads Tab
Loads Terms
Analysis Tab
Design Parameters
Moment and Shear Provisions Tab
Beam Tab
Strand Pattern
Strand Pattern Terms
Graphical Strand Pattern Input Wizard
Design Status
Debonding Pattern
Change of Detensioning Sequence for Prestressing Strands
Debonding Pattern Terms
Rebar Pattern
Stirrups Tab
Negative Moment Continuity Steel Tab
Rebars in Beam Tab Screen
Menus
File Menu
ProjectWise Integration
Show Menu
Image
Model
Diagram
Preferences
Libraries Menu
Setup
Beam Sections
Template
Prestressing Tendon
Rebar
Live Load Library
Live Load Terms
Section Library Transfer
Help Menu
Transfer Menu
Theory
Structural Modeling
Dead Loads
Live Loads
Pedestrian/Sidewalk Live Loads
Full Beam and Half Beam
Kern Points
Effective Flange Width
Transformed Section Properties
Resistance Factors
Automatic Debonding and Critical Point
Midspan Shielding
Transfer and Development Length
Reaction
Ultimate Capacity
Moment Capacity by Strain Compatibility
Negative Moment Reinforcement
Camber and Deflections
Detensioning
Appendices
References
Flared Girder Geometry Appendix
Alignment Dialog Box
Adding Tangents
Bridge Component Layout Dialog Box
Abutment Properties Dialog Box
Pier Cap Properties Dialog Box
Cross Section Layout Dialog Box
Loads Tab
Analysis Tab
Effective Width
Limitations and Assumptions