D7+ | Rafter Purlins | Update Information
Optional table of maximum degree of utilization added.
In the deformation checks, the corresponding combinations are also written down.
Reading of old positions optimized.
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.
Germany and Austria: New traffic load category H implemented for roofs.
permanent removable loads for solar panels added.
Special permanent load with different safety factors for Italy implemnted.
New Undo / Redo functionality implemented.
Depending on the roof geometry, loads from flat and monopitch roofs are also taken into account.
Extended wind zones and directions for wind loads can be selected.
Remarks repositioned in the system and design menue tree.
Output and calling for linked programs optimized.
Load transfer for all rafter purlin types to gluelam girder D10+.
Alternative calculation with HTM+ if articulated purlin is selected as purlin type.
Spacing of connectors with text and sketch in output added.
Toolbox timber pressure is called with the correct load-duration class.
New design code ÖNORM B 1995-1-1:2019-06 implemented.
New snow load standard ÖNORM B 1991-1-3:2018-12 implemented.
CIRCOLARE:2019 according to NTC:2018 added.
The output option Combination List is now saved in the item.
Raw densities for custom material are also applied in the case of multiple changes.
Reference to the used wind areas added to the output.
New design code NTC:2018 implemented.
Load transfer to HO1+, D10/D11 and Toolbox HPP implemented.
Horizontal Supports can be added.
Internal normal forces can be added to the system.
Connectors and connection design optimized.
Link to DLT for single span and articulated purlins.
Opening of old D7 items is possible.
Output for the relevant load combination of the fasteners.
Correction of the local support forces twisted into the roof pitch.
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.
Consideration of coupling forces for the shear design of the cross-sections.
Interaction design adjusted for not clearly regulated connectors.
First Version with new user interface.
New softwood and hardwood implemented according to EN 338:2016.
Joint with bolt check implemented.