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HO6 | Frame Corner | Update Information


Version 01/17


Internal

Technical adjustment


Version 02/16


Eurocodes

Glulam according to EN 14080:2013 implemented for Germany and Italy.
The "old" Glulam timbers are marked with * (for example GL24c*).


Version 01/16


Eurocodes

BS EN 1995:2012 and ÖNORM EN 1995:2015 implemented.


Version 01/15


Addition

Implementation of DIN EN 1995:2013 in combination with EN 1995:2014.
Preset design standard can be defined in the project properties.


Version 01/14


Correction

Improvement of the translations


Version 01/13


Internal

Technical adjustment


Version 01/12A


Eurocodes

Check according to DIN EN 1995-1-1/NA:2010 is implemented now.


Version 01/12


Correection

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.


Version 02/11


Dowelcircle

localisation improved, proof of perpendicular tensile stress is available for dowelcircles, although proof of reinforcing of edge acc Heimeshoff


Version 01/11A


Finger joint

long output is optionally available


Version 01/11


internal adaptions for FL-Manager output.


Version 02/10


Remarks

The remarks are printed in the output of design according new DIN 1052 or EN 1995.


Version 01/10C


design loadcases

For proofing acc DIN 1052:2004 and 2008 a list of design loadcases can be considered.


Version 01/10B


DIN 1052:2008

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.


Version 01/10A


The service routine for minimum distance to the edge have been improved.


Version 01/10


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.

internal modification


Version 01/09B


the service class can be selected in the material properties dialogue.


Version 01/09A


correction

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.


Version 01/09


DIN 1052:2008

DIN 1052:2008 is available now.

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