StruSoft FEM-Design Suite 21.00.006
(x64) | 902.6 Mb
FEM-Design Suite是一款先进的建模软件，用于金属结构，混凝土承重，钢和木结构的有限元分析和设计，根据欧洲规范。这个独特的应用程序是建立在一个用户友好的环境，基于熟悉的CAD工具创建模型和编辑结构。femi - design的快速和简单的性质使它适合所有类型的建筑，是结构工程师最好的科学工具。
Features:-The structural model is created easily in 3D with intuitive CAD-tools or imported from BIM-software.-The finite element mesh is generated and optimized automatically.-The Auto Design feature helps to choose the most efficient cross-section or reinforcement arrangement.-Resultant and connection forces in shell elements can be easily assessed.-Results are shown in a variety of 3D-graphs, contour lines, color palettes or sections.-Auto-updated project reports can be created from within the built-in FEM-Design documentation editor.新功能 This page contains list of changes, fixes and new features in FEM-Design 21 service versions. Released October 4th, 2022
Fixed:- Drawing climate load panels did not work in some cases.
- In steel bar detailed results displaying of web buckling resistance was not correct in case of sections with two webs.
- In steel bar detailed result the location of the maximum shear stress result was not displayed correctly.
- RC Shell detailed result tables were not coloured when exported to docx format.
Version 21.00.004 Released August 10th, 2022
Fixed:- Main menu was displayed incorrectly in Hungarian, French and Dutch languages.
Version 21.00.003 Released August 8th, 2022
Added:- Construction stages of structural objects are now saved to and read from StruXML.
- Finnish language version of the output (Documentation).
- Polish language version.
- From now on the Reference planes can be selected as master objects in the Adjust analytical model tool.
- "Both" option for bar plane (that considers both planes) is added to Adjust analytical model tool.
- Material and section mapping can be applied for multi-selection at IFC import settings.
- The summary of IFC import issues lists the IFC GUID of the affected elements in addition to their FD GUID
Modified:- Deflection calculation of shells could crash in a special case when the node of the shell did not belong to any of the deflection regions due to tolerance issue. From now on, a warning message is notifying the user about the problem, with the correspondent shell ID.
- Improved and more accurate cracked section calculation, especially around the load level of the cracking moment.
- In CLT fire design, from now on the value of d0 can be set (overwritten the standard value) in the calculation parameter.
- In composite column fire design, the l0/b condition (for figure H.2 in EN 1994-1-2) was checked before the calculation of combinations. However, in case of no bending moment, this check is irrelevant, as the value of fi.delta is not needed for the calculation of resistance, thus, this check is performed during the calculation of the individual combinations.
- RC bar crack width utilization is now directly calculated as the ratio of the crack width value and its allowed limit value.
- RC design / Punching / Punching force perimeter sign is displayed by the effective depth inherited from the Calculation parameter of Punching and Shell reinforcement, instead of the applied shell reinforcement. The force calculation can still consider the applied reinforcement.
- RC design / Punching design / Punching shell internal force calculation / "Integration, smoothed" option is replaced with "Max, smoothed". The smoothing window is 35cm.
- The "default selection" button of the StruXML update dialog was replaced by three new ones: "Last action", "FD's state" and "External state".
- The limit values of the stiffness modifiers have been increased.
System Requirements:OS:Windows 7 SP1 64bit (with updates) + Microsoft .NET 4 + 4.5 runtime/Windows 10RAM:4 GBCPU:Intel Core i3 - 2nd generation (or equivalent)Space:40 GBGPU:OpenGL 1.5 or DirectX 9.0 compatible video card Home Page - https://strusoft.com/ 本部分内容设定了隐藏，需要回复后才能看到
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