RAM Structural System CONNECT Edition V15 Update 9

RAM Structural System CONNECT Edition V15 Update 9. This software can be used to design nearly every structural component of a building structure, from the foundations to the gravity beams and columns to the lateral framing system.

RAM Structural System CONNECT Edition V15 Update 9 - Release Notes:

Release Date: July 2, 2018

New Features and Enhancements:

- EN 1992-1-1:2004+A1:2014
The updated requirements of Eurocode EN 1992-1-1:2004+A1:2014 Design of concrete structures have been implemented in RAM Concrete.
- EN 1992-1-1 and EN 1992-1-1 UK National Annex
The UK National Annex to EN 1992-1-1:2004+A1:2014 has been implemented in RAM Concrete Analysis, RAM Concrete Beam, and RAM Concrete Column. In the Criteria – Code command there is now the option to select either EN 1992-1-1 or EN 1992-1-1 UK NA.
- National Building Code of Canada 2015
The requirements of the National Building Code of Canada 2015 for the automatic generation of Wind loads, Seismic loads, and Response Spectra Analysis have been implemented.
- Member Force Display
The Process – Results – Member Forces command has been enhanced to show values at any number of locations along the member length. Previously the option only allowed display of values at quarter points.

Bentley CONNECT Advisor

Bentley Connect Advisor provides links to valuable resources, including training courses, Bentley Communities articles, and YouTube videos. This feature has been enhanced with more material, filtered to provide more pertinent links. This feature is available under the Bentley Cloud Service menu in the RAM Manager.

Error Corrections:

Some program errors have been corrected for Version 15.09. Corrections made to graphics, reports, Modeler functions, program crashes, etc., that were considered minor are not listed here. The noteworthy error corrections are listed here in order to notify you that they have been corrected or to assist you in determining the impact of those errors on previous designs. These errors were generally obscure and uncommon, affecting only a very small percentage of models, or had no impact on the results. The errors, when they occurred, were generally quite obvious. However, if there is any question, it may be advisable to reanalyze previous models to determine the impact, if any. In each case the error only occurred for the precise conditions indicated. Those errors that may have resulted in unconservative designs are shown with an asterisk. We apologize for any inconvenience this may cause.

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