PGSuper2AASHTOWare Bridge Data Translator

Slides:



Advertisements
Similar presentations
3D Analysis with AASHTOWare Bridge Design and Rating
Advertisements

Bridge Engineering (6) Superstructure – Concrete Bridges
VOBUG Conference August 3 rd, 2010 Nashville, Tennessee Robert LeFevre, P.E. Adam Price, P.E. Tennessee Department of Transportation Structures Division.
SHRP2 Project R04 Bridge Designs for ABC
Spliced Precast Girders
Brenden K. Schaefer, P.E. Principal Bridge Engineer Wyoming Department of Transportation 2011 Virtis / Opis User Group Meeting August 2, 2011 Helena, MT.
Rating of Local Bridges for SHVs Using Virtis Software Virtis/Opis User Group Meeting August 3-4, 2010 Moises C. Dimaculangan, P.E. Minnesota Department.
Micheal J. Watters, P.E. Principal Bridge Engineer Wyoming Department of Transportation Virtis / Opis Users Group Meeting August 3, 2010.
AASHTOWare Bridge Update
Two-Span LRFD Design Example
Design and Rating for Curved Steel I- and box-girder Bridge Structures
Thomas Saad, P.E. Senior Structural Engineer Federal Highway Administration Phone: (708)
Virtis/Opis Technical Update Virtis Opis Bridgeware User Group 2011 Conference Helena, Montana 1.
© 2009 Bentley Systems, Incorporated Steve Willoughby, Bentley Systems Bridge Product Specialist LEAP Bridge: Product Update and Direction.
Virtis-Opis Update Virtis-Opis User Group Training Meeting Helena – August 2011.
Shear Capacity of Composite Steel Girder at Simple Support Virtis/Opis User Group Conference Nashville, TN, August 3-4, 2010 George Huang, PhD, PE California.
Todd Thompson, PE – SD DOT AASHTOWare Bridge Task Force, Chair Presented to the RADBUG Traverse City, MI August 12, 2014.
July 11 th, 2005 Software Engineering with Reusable Components RiSE’s Seminars Sametinger’s book :: Chapters 16, 17 and 18 Fred Durão.
VisualARQVisualARQ ARCHITECTURAL TOOLS FOR RHINO.
Introduction to Software Testing
Manitoba Infrastructure and Transportation RADBUG - August 2014 Water Management and Structures.
Bridge Design-Rating 2013 Administrative Overview Bridge Design-Rating User Group Meeting Virginia Beach, VA.
EXAMPLE 9.3 – Part III PCI Bridge Design Manual
Bridge Design-Rating 2014 Administrative Overview RADBUG Meeting Traverse City, MI Judy B. Skeen, P.E.
EXAMPLE 9.2– Part VI PCI Bridge Design Manual
INDOT’s Scheduling / Project Management System (SPMS) Vision & Objectives for Next Generation SPMS Mike Jenkins, Indiana DOT Teresa Franklin, Info Tech,
2013 Design Rating User Group Presentation Virginia Beach, Virginia August 8, 2013.
NCHRP VOBUG Nashville– 2010 NCHRP Evaluation of Load Rating by LRFR Mark Mlynarski, P.E. – Michael Baker Jr., Inc. Wagdy Wassef, Ph.D. P.E.-
Bentley Leap Bridge Components Overview
AASHTOWare Bridge Rating – Curved Girder Module
This presentation is the property of Paradigm Information Systems It is confidential to the intended recipient for the purpose of evaluating FMS Any other.
LRFR vs. LFR Virtis Opis User Group Meeting, August 2, 2011
PA Non-composite Adjacent Box Beam Bridges PennDOT June 2006 A presentation adapted from the AASHTO T-18 Bridge Inspection Technical Committee Meeting.
1 Differences Between BRASS and AASHTO Standard Spec Engines Virtis Opis BRIDGEWare Users Group Meeting 2011 Helena, Montana.
Using Templates to Increase Efficiency
1 AASHTOWare Bridge Technical Update AASHTOWare Bridge Rating/Design User Group Training Meeting Traverse City – August 2014.
Virtis-Opis Beta Testing Todd S. Thompson, PE South Dakota DOT Office of Bridge Design August 3, 2011.
TransXML Survey and Scoping Study NCHRP Project Task 295 (2011) Frances Harrison Spy Pond Partners, LLC.
Visual Linker Prototype presentation.
STORMWATER UTILITY MANAGEMENT SYSTEM (SUMS) GIS Application with Web Service Data Access.
Bridge Design Implementation Jeff Olsen, PE – MT DOT AASHTOWare Bridge Task Force
C. C. Fu, Ph.D., P.E. The BEST Center
Ad Hoc Graphical Reports Ad Hoc Graphical Reports Copyright © Team #4 CSCI 6838 Spring CSCI Research Project and Seminar Team# 4 (
Design and Rating for Curved Steel I- and box-girder Bridge Structures
A Load Rating of a 3 Span Continuous Deck-to- Through Truss Bridge in Br|R AASHTOWare BrDR 2013 User Group Meeting A Load Rating of a 3 Span Continuous.
1 Virtis/Opis Technical Update Virtis Opis BRIDGEWare Users Group Meeting 2010 Nashville, Tennessee.
Bridge Girder Alternatives for Extremely Aggressive Environments Project Manager: Will Potter, P.E. - FDOT Research Team: Jeff R. Brown, PhD, Assoc. Professor.
Lowering the Barrier to Data Entry -- Experiences with ISA-TAB-Nano and isatools Damaris Murry Nanomaterial Registry, Center for Aerosol and Nanomaterial.
1 Differences Between BRASS and AASHTO LRFD/LRFR Engines Virtis Opis BRIDGEWare Users Group Meeting 2011 Helena, Montana.
August Video Management Software ViconNet Enterprise Video Management Software Hybrid DVR Kollector Strike Kollector Force Plug & Play NVR HDExpress.
IPariksha Automating Examination System. Brief iPariksha is a complete online examination system designed and developed for accelerating the manual examination.
Integrates and automates the transportation safety planning and management Software analysis tools to assist highway agencies to implement their SHSP and.
Load Rating of Segmental Concrete Bridges Consistent with LRFR Requirements Corven Engineering Inc. November, 2003 American Segmental Bridge Institute.
A Schedule Optimization Tool for Destructive and Non-Destructive Vehicle Tests Jeremy Ludwig, Annaka Kalton, and Robert Richards Stottler Henke Associates,
DEV-21: Embracing OpenEdge ® Architect Sunil S Belgaonkar Software Architect.
SAFETYANALYST Integrates and automates the transportation safety planning and management Software analysis tools to assist highway agencies to implement.
Divisional Engineer/East/Ranchi South Eastern Railway
Offsite manufactured Bridges
High Bridge Re-Deck Project
Have it all: Solutions to Integrate GP
Advisor: Professor M. Kevin Parfitt
Autodesk® Inventor ® Engineer-to-Order Addressing the needs of ETO Manufacturers Image courtesy of Mammoth-WEBCO, Inc.
Bridge modelling with CSI software.
Open Source Technologies
Introduction to Software Testing
What's New in eCognition 9
Virtis Opis User Group Meeting, August 6, 2013
What's New in eCognition 9
What's New in eCognition 9
AASHTOWare Bridge Task Force
Presentation transcript:

PGSuper2AASHTOWare Bridge Data Translator Richard Pickings, P.E., BridgeSight Inc. Ron Pierce, S.E. David Evans & Associates

What Is PGSuper? Precast-Prestressed Girder Superstructures Special Purpose Software For: Precast-Prestressed Girder Superstructures LRFD Girder Design and Analysis LRFR Rating Multi-Span, Continuous Structures Bridge Geometry Modeling Highly-Efficient Windows User Interface Targeted

Major Features Free !! Comprehensive LRFD/LRFR Evaluation Straight, Harped, and Debonded Strands Automated Design Algorithm Lifting and Hauling Analysis Complex Bridge Geometry Modeling Highly Configurable Internet-Based Library and Template Configuration Free !!

Parametric Sections Adjacent and Spread Spacing

Enhanced Geometry

PGSuper History Timeline 1997 WSDOT/BridgeSight Begin Development 1998 Open Source License (ARP) 2000 Version 1.0 2006 TxDOT Joins Development Effort 2007 Multi-Span Continuous Aug, 2010 Version 2.4

Recent Developments PGSuper 2.4 Engineering Functionality LRFR Load Rating (Version 2.3) Lightweight Concrete LRFD 5th Edition, 2010 TxDOT Fabricator Optional Girder Analysis Software Extensibility Architecture Add New Features and Applications to PGSuper T-19 Sacramento

LRFR Load Rating Section 6, Part A of the AASHTO Manual for Bridge Evaluation, First Edition, 2008 Positive/Negative Moment, Shear, and Flexural Stress Standard or Custom Vehicles For: Inventory Operating Legal Loads with Routine Commercial Traffic or Specialized Hauling Vehicles Permit Loads for Routine or Annual Permits Permit Loads for Special or Limited Crossing Permits

PGSuper Resource Center www.PGSuper.com General Information Brochure Product Comparison Free Training Community-Based Support Newsletter DOT Configurations

Past Misconceptions…

Pgsuper Can Be Used By Anyone! New DOT Configurations at PGSuper.com

Software Extensibility Architecture Four Types Of 3rd Party Extensions: Plug-in Girder Types 3rd parties can develop and plug-in new types of girders Requires C++/COM programming (BridgeSight can help with this) Application Plug-ins Project Importers Data Importers Data Exporters (PGSuper2AASHTOWare, LandXML) Extensions (3D Viewer, Custom Reports) More Challenging to Develop Unlimited Integration Within PGSuper’s User Interface Unconstrained Functionality Applications (Library Editor, TxDOT Optional Girder Analysis) Most Challenging To Develop Provide Completely New Project Types Finicky clients

WSDOT/TxDOT Components PGSuper is a general precast-prestressed girder bridge design, analysis and rating tool WSDOT/TxDOT agency specific features have been moved into 3rd party extensions These features are only available if installed

PGSuper2AASHTOWare Export PGSuper Bridge Data to Virtis/Opis PGSuper Data Exporter Plug-in

Benefits of Using PGSuper2AASHTOWare Use PGSuper for Design Very Efficient Input UI Optimized Design Algorithm The Most Robust And Full Featured Prestressed Girder Software Available Export Data to Opis/Virtis in Seconds! Nearly Complete Translation Secondary LRFD and LRFR Verification On To Virtis and Pontis for Rating and Bridge Management

PGSuper Pro™ Enhanced Version of Pgsuper From BridgeSight Pgsuper Pro Enhancements Pgsuper2AASHTOWare Data Translation LandXML Import and Export Export Analysis Results to Excel Enhanced Reporting 3D Visualization and Editing Extended User Manual Toll-Free Technical Support

Demo PGSuper Pro™ PGSuper2AASHTOWare Data Translator using a Utah DOT Design/Rating Example Data Exporters 3D Viewers

Demo Bridge

Bridge F-723, Cache County, UT LRFR Inventory Rating Single 104’-6” Simple Span Six UDOT Type IV Girders @ 7’-9” 30° Skew 3.2% Superelevation 8.5” Deck 41’ Curb to Curb Interior Diaphragms at 1/3 points Special Barrier Girder Design 48 Strands (38 Straight, 10 Harped) f’ci = 6.4 ksi f’c = 7.0 ksi Prescribed Lump Sum Losses Composite = 35.9 KSI Final = 42.6 KSI

Rating Results Interior Girders Exterior Girders Inventory RF PGSuper Virtis/BRASS % Difference Positive Moment 2.12 2.04 3.8 Shear Capacity 1.88 1.93 -2.6 Stress, Service III 1.68 1.69 -0.6 Exterior Girders Inventory RF PGSuper Virtis/BRASS % Difference Positive Moment 1.99 1.93 3.1 Shear Capacity 2.23 2.29 -2.7 Stress, Service III 1.75 1.74 0.6 2.5% difference in PS force made big difference in Service iii

What’s Next? Post-Tensioning Continuous Structures Spliced Girders Multiple Construction Scenarios

Get Involved Join our Beta Test program Contact BridgeSight Join Our Peer-to-peer Support Mailing List at PGSuper.com Contribute DOT Configurations You’ve Created

BridgeSight Inc Training PGSuper Customization Tutorials and White Papers at PGSuper.com On-site One day PGSuper Training Class PGSuper Customization Customize PGSuper for Your Agency Design Policies, Girder Sections, etc Develop Plug-ins and Extensions Application Branding

Conclusions PGSuper is a Very Powerful, FREE, Prestressed Girder Design Program PGSuper2AASHTOWare Translator Brings Significant Benefits Visit www.PGSuper.com for More Information More DOT Configurations and Free Training To Come

Thank You!! Questions? Special Thanks: Terry Leatherwood AASHTOWare Task Force