HO6 | Frame Corner | Update Information
Changed library for connectors and timber design.
Glulam according to EN 14080:2013 implemented for Germany and Italy.
The "old" Glulam timbers are marked with * (for example GL24c*).
BS EN 1995:2012 and ÖNORM EN 1995:2015 implemented.
Implementation of DIN EN 1995:2013 in combination with EN 1995:2014.
Preset design standard can be defined in the project properties.
Improvement of the translations
Check according to DIN EN 1995-1-1/NA:2010 is implemented now.
DIN 1052:2008, 14.5:
With fingerjoints of conifer or glulam for ft0d, fc0d and fmd you shold always use the resistance of the next worse quality.
localisation improved, proof of perpendicular tensile stress is available for dowelcircles, although proof of reinforcing of edge acc Heimeshoff
long output is optionally available
internal adaptions for FL-Manager output.
The remarks are printed in the output of design according new DIN 1052 or EN 1995.
For proofing acc DIN 1052:2004 and 2008 a list of design loadcases can be considered.
According to annotation to DIN 1052 the permissible stresses should be only considered with 20% (Heimeshoff) at finger joints with a positive moment due to the problem of tensile stress perpendicular to the grain.
The service routine for minimum distance to the edge have been improved.
correction output fingerjoint
In the document of the fingerjoint was the wrong kmod-value of the previous dowel-circle-calulation printed instead of the truely considered kmod-value.
the service class can be selected in the material properties dialogue.
The existing shear stress at dowelcircle according DIN 1052:2004 and 2008 was 10 times to high.
Besides the serciveroutines for the input values for the inner circle have been improved.
DIN 1052:2008 is available now.