HO14+ | Single Fastener Timber Joint (HO13+) | Update Information
Extension to consider the design situations Exceptional and Earthquake in the load case combinations
Polish Eurocode implemented
Polish national annex PN EN 1995:2010 implemented
New annotation editor with text formatting implemented.
There are also screws for the design according to EC5 available.
New design code ÖNORM B 1995-1-1:2019-06 implemented.
CIRCOLARE:2019 according to NTC:2018 added.
Screws implemented according to EN 1995-1-1 and product standard EN 14592.
ITW Nails with the brand Haubold and Paslode implemented.
Transfering specific nodes from Trussed timber FWH+ with full load combination to Timber joint HO13+ and safe the reference.
Colored marking of members with impossible connectors arrangement.
New design code NTC:2018 implemented.
List of load combination with internal forces implemented.
Staples implemented, similar to the nails.
Wood-based materials plywood and OSB implemented for the connection type timber-timber.
Improved cross section dialog selection.
New connector checks for shear design, pull out and interacting with extended table output.
Strength class adaption for dowels according to EN 1993-1-1.
User defined material: For solid timber and gluelam, it is possible to adjust strengths and stiffness to the own needs. The dialog for changing the values can be called with F5 from the input of the strength class. The design is based on the derived material standard.
DXF Export for the metal sheet is possible in the context menu of the sheet graphic.
Connectors: Connector transfer from the assistant to program is corrected.
For threaded rods, the lower value of the washer and the threaded rod is used for the pull-out strength now.
Graphics: Various corrections in graphical user interaction and dimensioning.
First version with new user interface
First Version with new user interface.
New softwood and hardwood implemented according to EN 338:2016.
Selection of profiled nails and user-defined properties, e.g. strengths.
Moment stress in girder from external loads and eccentricity of the fasteners implemented.