We just added a new PGSuper configuration to make it easier for engineers working on MoDOT projects to use PGSuper. The configuration includes the most common precast I sections used by MoDOT including:
We just added a new PGSuper configuration to make it easier for CalTrans engineers to use PGSuper. The configuration includes the most common precast secions used by CalTrans including:
Wide Flange Girders (all shapes)
Bulb Tee Girders with Debonded Strands (all shapes)
This new tutorial demonstrates how to model a touch shoring construction scenario with PGSuper. Touch shoring is used to support precast girders during deck placement to reduce the final stresses in the composite deck and girder system.
We just added a new PGSuper configuration to make it easier for Kansas DOT engineers to use PGSuper. The configuration includes common I Beam sections used by KDOT. Find more information at:
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
