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BridgeLink links together several different bridge engineering software tools into one convenient and easy to use platform. BridgeLink is an integrated suite of bridge engineering software. PGSuper is now part of the BridgeLink application framework. Flexural stiffness may be prismatic, uniformly varying, or non-uniformly varing.īridgeLink v7.0.2 (PGSUPER - Prestressed Girder Superstructure Design and Analysis)

It models spring supports, rotational spring restraints, and concentrated applied torques, It analyzes a beam-column of up to 999 discrete increments of user defined length. The program considers the effect of axial load on stiffness. Generalized beam-column discrete element model to analyze simple and continuous beam subjected to concentrated, uniform, uniformly varying, and non-uniformly varying static and movable traverse loads. Prerequisite Software: The Bentley Systems MicroStation software must be installed in order to process BGS plot commands. Operating System: Windows (Vista, 7, 10). Processor: See recommended minimum for OS.įree Disk Space: 12.8 MB for installation. The functionality of the compiled elements of the BGS software have not changed, hence the compile program version remains 9.1.6. The repackaging of the installer includes revised names and content for some documentation. The false positive for malware issue has persisted since shortly after the posting of BGS 9.1.6, as malware detection software began becoming increasingly more sensitive.

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IMPORTANT NOTE: This release of BGS, Version 9.1.6 is a technical release intended to address Windows 10 compatibility and the false positives for malware by malware scanning software issues. Technical support is available to all TxDOT BGS users and any consultant BGS users designing bridges for TxDOT.

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See the BGS Support Information document, linked in the same manner as the BGS User Guide, for instructions on how to report bugs and wishes about program functionality or get technical support. This BGS User Guide, like the old RDS User Manual, should provide all the information that the user will need to run the software. This decoupling of the BGS User Guide from the packaging of the software allows for revision on an as-needed basis throughout the life of BGS v9.1. Users can access the guide via a link to it installed in the Bridge Geometry System (BGS) program group. Due to file size and for other reasons it is not deployed directly to the end user's machine but is rather stored on TxDOT_s FTP server. The current draft of the BGS v9.1 User Guide is over 360 pages long. This software product was developed by TxDOT for the use of TxDOT engineers and consultants and is maintained by the Texas Department of Transportation. For a complete listing of the changes made to BGS Version 8.1 to yield BGS Version 9.1, see the Release Notes for BGS Version 9.1 installed with the software. Such limitation existed since long before the release of RDS Version 8.0. 8.1) released June 2007.īGS, Version 9.1 includes a large number of fixes to bugs reported since the release of BGS Version 8.1 as well as enhancements to address user's concerns, including reducing system limitations on numbers such as the number of diaphragm lines that could be defined. BGS v8.1.7.2 was deployed in November of 2011 as a technical release to address OS issues with v8.1.7 (i.e. The result of these changes to RDS is BGS, a 'scaled down' implementation of TxDOT RDS that focuses on bridge geometrics. in the bridge plans as needed to accurately fabricate and place the various bridge elements during construction as well as determine bid item quantities during preparation of the PS&E package.īGS Version 8.1, the initial release of BGS (June 2007), was developed from TxDOT Roadway Design System (RDS) Version 8.0 by removing all non-bridge related RDS commands. Included in the text output are geometric data and reports that may be imported into various MicroStation design files to include angles, dimensions, elevations, etc. The TxDOT Bridge Geometry System (BGS) is useful for bridge geometric design.

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