Build 3303-Version 17 Update 1
23-02-2023 build 3303
Bug fixes:
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Extreme values by members page in the design results table was not always correct. The bug has been fixed.
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In some cases, the memory area claimed by the Consteel for the analysis, was not enough. The bug has been fixed.
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In Section module, there was no utilization shown for plastic interaction resistance. The bug has been fixed.
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Crash fixed on Section module, GSS model, Local coordinates button.
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Crash fixed on Section module, Stresses in case of Sigma sections.
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Adjustments on Dutch NA (Eq 6.10. not available anymore, combination factor for category C variable load ψ=0,5, only Ce=1 topography factor for snow is available)
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Calculation of web buckling parameters for sections with two webs (omega) has been fixed.
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Crash on visualization of seismic analysis results has been fixed.
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There was an error message appearing when pushing the Rules button on Load combination set definition dialog. The bug has been fixed.
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Mass was not possible to be created from crane loads. The bug has been fixed.
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FE type for RC members after import has been set to 6DOF.
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Crash caused by Chinese characters in the path of install folder has been fixed.
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Problems of handling user NA’s fixed.
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Concentrated mass definition was not possible in Line view. The bug has been fixed.
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Handling of different decimal separators for user defined response spectrum has been fixed.
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RC second order results visualization has been fixed in Hidden Line and Solid view.
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Adjustment on force distribution between bolt-rows in Consteel Joint
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Corrections on Reinforcement DXF export
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RC beam design is possible without design parameter
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Consideration of the effective width for composite beams in the calculations is harmonized.
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Infinite stresses in Section module documentation have been fixed.
Changes:
- Dlubal and SAP2000 import possibilities were removed. The import will be possible to initiate with Descript codes, to be released soon.
Improvements:
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X Brace handling in Descript (GET, SET, CREATE, Select by Attribute)
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Source of section has been added to the Documentation.
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LOAD_SECTION_LIBRARY is completed with Section Bank as an optional parameter
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Progress bar added for model open
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Diagnostic warning is added in case of an eccentric support, that it is not capable of considering warping fixity.