HO13+ | Timber Joint | Update Information

01/22

Addition

Extension to consider the design situations Exceptional and Earthquake in the load case combinations

02/21

Polish Eurocode implemented

Polish national annex PN EN 1995:2010 implemented

01/21

Internal

Technical adjustment

02/20

Addition

New annotation editor with text formatting implemented.

01/20

Eurocodes

New design code ÖNORM B 1995-1-1:2019-06 implemented.

02/19

Eurocodes

CIRCOLARE:2019 according to NTC:2018 added.

Addition

Screws implemented according to EN 1995-1-1 and product standard EN 14592.

01/19

Addition

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.

02/18

Eurocodes

New design code NTC:2018 implemented.

Addition

List of load combination with internal forces implemented.

01/18

Addition

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.

Correction

Strength class adaption for dowels according to EN 1993-1-1.

02/17

Addition

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.

Correction

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.

01/17

New Version

First Version with new user interface.

Eurocodes

New softwood and hardwood implemented according to EN 338:2016.

Addition

Selection of profiled nails and user-defined properties, e.g. strengths.
Moment stress in girder from external loads and eccentricity of the fasteners implemented.