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Bashura Calculation Parameters Definition dialog RC members The legibility in the CTE DB HE 1 justification report has been improved by adding different icons in the tables referring to the elements of the thermal model light and heavy elements, and thermal bridgeswhich refer to the different element types defined in the model. This option is active by default, and so has mov same effect as in previous versions. The design seismic spectrum can be:. To do so, the program provides tables, graphs and charts for each element of the job and are updated when components are added or properties are modified, without having to print out the report of the results, allowing user to carry out a direct and immediate analysis.
KBQF DATASHEET PDF Now, in the A new combination will also appear in the combinations in which the initial post-tension loadcase will act with the self-weight of the structure, so the post-tensioning without any loading, one of the most critical steps when tensioning the tendons of the floor slab, can be controlled. Additionally, three new options have been implemented:. Each seismic resistance code provides the criteria that are to be followed within a specific territory for the seismic action to be considered in the project.
More information can be found on the webpage. New assembly reinforcement and skin reinforcement design options have been implemented and can be used in jobs for which the concrete and seismic if applicable codes allow for the use of the advanced beam editor.
Now, with the The possibility to separately define the reinforcement loss for instantaneous and differed post-tensioned slabs has been added. Therefore, when analysing, two post-tension loadcases will appear: The time required to calculate the annual simulation in hour intervals has been reduced by half. The program offers different ways to proceed for the use of either way.
The process to calculate the infiltration flows in accordance with the EN code detailed iterative method has been optimised. A design spectrum must be defined to carry out the seismic analysis of the structure.
Software for ArchitectureEngineering and Construction. As of the In previous versions, users could only indicate nod of which beam depth the skin reinforcement was to be placed, and once placed, the maximum spacing it was to have for floor slabs and beams in floor slabs and foundations had to be defined.
The Download Manager allows for the programs to be installed in any of the languages available: A series of design options for skin reinforcement have been implemented.
If the option is deactivated, the assembly reinforcement hook will always be provided at secondary beams. The frame drawings in the advanced beam editor have been improved the option to draw larger bars further away has been activated.
Wind loads NCh Chile Code regarding loads on structures. New material libraries have been added. The precision of the window in which the elevation difference of the connections barl defined, has been increased to 1mm. TOP Related Posts.
Maîtrise du BAEL 91 et des DTU associés
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