Enhancements made in PGSuper Version 2.4 include support for modeling lightweight concrete. Engineers can now define both the girder and deck concrete as normal weight, sand lightweight, or all lightweight concrete. This new tutorial describes how to model lightweight concrete material properties in PGSuper.
We just added a new PGSuper configuration to make it easier for Oregon DOT engineers to use PGSuper. The configuration includes all common I Beam sections used by ODOT.
WSDOT and TxDOT engineers know how easy it can be to design precast girders using PGSuper. Preset configurations put predefined girder sections, standards, and design policies just a few mouse clicks away.
WSDOT and TxDOT engineers know how easy it can be to design precast girders using PGSuper. Preset configurations put predefined girder sections, standards, and design policies just a few mouse clicks away.
Version 2.3 of PGSuper was released earlier this week. Don't let the version number fool you - this is a Major Release!
Check out the new features in our tutorial paper at: http://www.pgsuper.com/drupal/TrainingHome
PGSuper can perform the load rating analysis of the bridge superstructure in accordance with Section 6, Part A of the AASHTO Manual for Bridge Evaluation, also referred to as LRFR ratings. This tutorial describes how to perform a load rating analysis in PGSuper.
Check it out at: http://www.pgsuper.com/drupal/TrainingHome
PGSuper has powerful features for modeling complex sidewalk and railing configurations. This tutorial describes how to model a combination sidewalk/railing systems in PGSuper.
Check it out at: http://www.pgsuper.com/drupal/TrainingHome
Many state DOT's make use of the Inverted Tee Bent Cap system in simple span precast-prestressed concrete girder bridges. PGSuper does not model any specific substructure system, but instead provides a flexible geometric description to accommodate inverted tee bent caps and virtually every other substructure system. This tutorial explores how to define the connection geometry for an inverted tee pier cap.
Check it out at: http://www.pgsuper.com/drupal/TrainingHome
More New stuff at PGSuper.com !!
A new tutorial: Advanced Geometrics - Part 3
In the last of our three-part series, we create an adjacent box girder bridge that uses different width exterior and interior girders..
Check it out at: http://www.pgsuper.com/drupal/TrainingHome
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In the second of a three-part series, we model a three span interchange ramp bridge. The bridge is located in a transition between a straight portion of the alignment and a curved portion. The deck width tapers to accommodate the geometry of the site and the roadway. The seven W42G girders are uniquely framed in every span..
WSDOT posted PGSuper Version 2.1.1 yesterday. It can be downloaded from www.wsdot.wa.gov\eesc\bridge\software.
New stuff in this release consists mostly of minor bug fixes to 2.1. However, there are two issues that deserve attention:
1) A bug where the effective flange width was computed as twice the correct value for bridges using Deck Bulb Tee's, Double Tee's (plain type), Double Tee's (WSDOT type), and Ribbed Girders. This bug will cause non-conservative designs for these bridge types.
