HO11+ | Timber Design | Update Information
The input of the values for the design in case of fire has been revised.
The display in case of fire has been improved.
The output tables for stresses and utilisations have been revised for both the design in the standard case and in the fire case.
User-defined actions can be taken into account.
Kdef for LVL has been corrected.
The program was terminated as soon as the dimensioning dialog was called.
Reading of old positions with remarks was improved.
Design loads were not saved under certain circumstances.
Polish design code PN EN 1995: 2010 implemented with associated load standards.
Update for the English National Annex of the design code BS EN 1995:2019.
Coefficient km,alpha for trimmed edges corrected.
Factor kmod for the cold shear design as a part of the fire design fixed.
New design code ÖNORM B 1995-1-1:2019-06 implemented.
Cross section weakening corrected.
In the Q-Load of the G/Q-ratio the quasi-permanent part is now optionally included for characteristic loads.
New design code NTC:2018 implemented.
KERTO LVL can be selected directly from the main material selection.
The service class of wood-based panels is now type related.
Some Positions with Laminated Veneer Lumber couldn't be read again.
In accidental situations GammaM is now set to 1,0.
Bei mehrteiligen Querschnitten wurde für die Heißbemessung die Last zu stark reduziert.
For multi-part cross sections the loads were reduced too much in the fire situation.
STEICO LVL can be selected directly from the main material selection.
Message for calculation issues in the output corrected.
Laminated veneer Lumber: Height coefficient kh as strength increase / decrease only with stress in edge direction.
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.
Definition of an force-fibre angle moved to the cross-section input.
The load in the graphic view is now always shown in the effective direction and marked with a positive value.
Correction of faktor kh for older design codes.
New softwood and hardwood implemented according to EN 338:2016.
Wood-based panels implemented.
DIN 1052:2008 implemented.
Some changes in the program surface and control.
Seismic calculation now with GammaM=1,3 by default.
Glulam according to EN 14080:2013 implemented for Germany and Italy.
The "old" Glulam timbers are marked with * (for example GL24c*).
In the current Eurocodes kcrit is now calculated due to the detailed formula.
First version HO11+ with new user interface.
BS EN 1995:2012 and ÖNORM EN 1995:2015 implemented.