Первый сервис пак для Robot 2017

Вышло первое обновление нашей пока еще любимой программы. Скачать можно по этой ссылке.
Что нового:

General

1. A crash while launching the software using a Guest Account on Windows system has been fixed.
2. The message about accessing the autoarch.err file has been removed.
3. Opening damaged *.RTD files has been resolved.
4. A crash while opening *.STR files created in the Tekla Structural Designer application has been removed.
5. A possibility to match a Revit Family to a section from a Robot database has been added. You can do it using a new Family Type parameter which is respected during a cloud analysis in the Structural Analysis for Autodesk Revit application.

Analysis and Results

1. NZS 1170.5:2004: The reduction of results during a seismic analysis has been adjusted for cases when the structural ductility factor mi is different from 1.
2. The display of results on maps for curved (bent) panels has been fixed.
3. The display of “--?--" rows in the tables after exporting the calculation note to Word has been resolved.
4. The display of diagrams for the seismic analysis in the calculation note has been fixed.

Steel Connections Design

1. Column-Beam (two-sided) connection: Help has been fixed for the Connection Definition-CM66 dialog.
2. The display of images in the calculation note on the Japanese version of the operating system has been fixed.

Steel and Timber Members Design

1. AS 4100-1988: The bending moments value M* for stability check for profiles with brackets has been adjusted.
2. BS5950:2000: The moment capacity value Mc in the case of a simply supported beam or a cantilever has been adjusted.
3. EN 1993-1-5: The value of shear for the web stability under concentrated force during a detailed analysis of a beam has been adjusted.
4. EN 1993-1-5: Description of the web in plane stress for the z direction in the calculation note has been corrected.
5. Composite Beam Design Extension: Problem with non-disappearing dialog in the other language versions of Robot than English has been resolved.

RC Members Design

RC Beam
1. Lack of the beam verification and the incorrect AbrBr diagram due to the wrong detection of positions of reinforcement bars have been resolved.

RC Spread Footing
2. PN-B-03264:2002: The verification of shear strength of a spread footing due to stress taken from the opposite side of a column has been adjusted.