D10+ | Glued Laminated Girder | Update Information
Changeover to 64 bit
User defined impacts are now possible
Calculation speed improved
Demolition calculation works better/faster
Load factor for transfer to reinforced concrete column B5+ corrected
Undo/Redo function improved
The ultimate limit state checks for stress, stability and shear are output with the corresponding equation numbers.
Optional table of maximum degree of utilization added.
In the deformation checks, the associated combinations are also written down.
Minimum section width and height reduced to 6 cm.
Higher tolerances results in fewer warning messages.
The creep part of the deformation for alternatively grouped loads was calculated too large.
Laying of the transverse tensiles improved.
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.
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.
Distance between the facade and the truss support can now be entered in the Load: Building / Load parameters menu item.
Improved output: support forces, load cases and superpositions, geometric support details and the relevant graphic utilization.
Input behavior: Support heights fixed / DN and First fixed is saved with the item and the program remembers the last setting for the next start.
Place an size of the fish-belly can be adjusted using the measuring chains.
Visibility filter ribbons for load case, beam system, transverse tensile forces and texts.
Mor details for the result preview implemented.
Additional information for load cases and connector placement in the output.
Load transfer to steel column STS+ and reinforced concrete column B5+ implemented.
DXF export for further processing of the girder geometry implemented.
Computing time optimized for imported itmes
Warning at long computing time and faster abort possibility.
Toolbox timber pressure is called with the correct load-duration class.
First version of the new program with fish-belly girder.
New design code ÖNORM B 1995-1-1:2019-06 implemented.