HO1+ | Timber Column | Update Information
Undo/Redo function improved.
User-defined impacts are now possible.
LambdaRel is now also output.
To reduce the calculation time, the position safety is no longer calculated by default, but should be set to "ON" for lifting loads during the design.
The buckling and tilt lengths are now preset by default based on the geometry.
When calculating the dead weight of the ribs, the smaller weight is now used.
Example C24: 4.2 kN/m3 instead of 6.0 kN/m3.
Input of supports has been improved.
Adjustments for new SEMA interface.
Undo-Redo function improved.
Call of the program inside GEO with a dialogue.
For Steico-LVL Materials you can define now the length for the fiber hanging effect. This influences the pressure of the foot binder.
Support of the SEMA interface complemented.
New function "Clean up loads" implemented to collect several loads to one load and to delete very small loads. This can be helpful if the programm is called from other programs.
Correction of the maximum exploitation in the result graphic.
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.
Permanent removable loads for solar panels added.
Crane load in general and permanent load with different safety factors for Italy implemented.
New Undo / Redo functionality implemented.
New option for load combination: Same GammaG for permanent loads.
New annotation editor with text formatting implemented.
New design code ÖNORM B 1995-1-1:2019-06 implemented.
The word output can be generated again.
Design for fire protection with Austrian design code: Change for the tf value to 0,8 in case of gipsum fire protection board.
CIRCOLARE:2019 according to NTC:2018 added.
Coordinate system for the output in the 3D view.
Editable self weight like in other timber programs.
Reference to German standard NCI NA.5.9 for stiffness reduction.
FD+ transfer with meaningful soil characteristics.
Improved calculation time in items with many load cases.
Improvemed graphical usability.
Line loads without distance property a1 in the output.
New design code NTC:2018 implemented.
Support input and calculation for kc,90 optimized.
STEICO LVL and user-defined material.
Direction for glulam and laminated veneer lumber can be selected in the column and sleeper.
Timber pressure with steel plate and foundations FD+ and FD+.
Alternative calculation with steel column STS+.
Assignment of the burning to the local cross-section dimensions corrected.
Symbolic representation of the flamed sides in the graphics.
2D graphics implemented with view of both column axes and dimensions.
Adjustment with new steel column program STS + with regard to system input and loads.
transformation from global to local coordinate systems / axes in all cases.
Optimized layout of the text output.
New softwood and hardwood implemented according to EN 338:2016.
Improved user interface for connection with nails.
Improved readability of the load presentation.
Glulam according to EN 14080:2013 implemented for Germany and Italy.
The "old" Glulam timbers are marked with * (for example GL24c*).
Line break introduced for long comments
Consequence classe selection depending on the selected design code.
Design code BS EN 1995:2012 and ÖNORM EN 1995:2015 implemented.
Compressed and advanced output settings implemented.
Action dialog: How to deal with alternative or simultaneous group when changing Actions.
Editable 2D cross section.
Filtered material types: Softwood, hardwood...
Update for DIN EN 1995:2013 in combination with Eurocode EN 1995:2014.
Design of fire protection for combined cross sections possible including hidden connectors.
Connectors Typ C and bolts added.
User defined value for kc90 between packs.
Service class modifcation for some materials.
Moments of packs corrected.
Preview of the results for ULS und SLS in the main graphics.
User defined buckling length and optional buckling only in one direction possible.
Additional output for material standards and values.
Compression perpendicular to the grain: Load distribution member (steel plate) and user defined kc90 can be activated.
Additional report for the general Eurocode EN 1995-1-1.
The footbinder-direction y was set to x when opening a Frilo item.
Stability-length for lateral torsional buckling could be wrong in case of missing support around axis of beam.
These items are corrected.
Cantilever-columns, created by Wizard, will get a ridid support by default.
Ascii-Import of HO1(old)-positions and ascii-files
Locale/globale Coordinates in output
Double output of cross-section-values in FDD
Barchart with exploitation in graphics.
Status window with detailed Barcharts of proofs.
Ho1+ can open Ho1-Positions and Ho1-ASCII-Files.
Computation with tensile forces possible.
First published Version