The Internal Force Summation Tool for Walls
You may be familiar with the Internal Force Summation Tool (IFST) that is...
What does a typical day look like for an engineer using RISA-3D? From initial model setup to final analysis, RISA-3D simplifies complex structural design tasks, saving time and enhancing accuracy. This narrative follows an engineer tackling a mid-sized steel-framed warehouse project, showcasing how RISA-3D’s powerful features streamline every step of the process. 7:30 AM: Morning Coffee and Project Kickoff As the day begins, the first task is reviewing the new project’s scope. It’s a mid-sized steel-framed warehouse, and the architectural plans have just landed in the inbox. Armed with a fresh cup of coffee, the engineer opens RISA-3D, ready to create the initial model. One of RISA’s standout features becomes apparent immediately: its user-friendly interface. The engineer sets up grids and assigns materials in just minutes, appreciating the intuitive workflow that keeps everything organized from the start. 9:00 AM: Importing and Integration With the structural grid in place, it’s time to integrate the Revit model provided by the architects. The seamless RISA-Revit Link ensures a smooth import, saving hours of manual data entry. Columns, beams, and even structure geometry are automatically transferred, leaving the engineer free to focus on refinement. A quick visual review confirms that everything matches the architectural…
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You may be familiar with the Internal Force Summation Tool (IFST) that is...
New in RISAFoundation V7 is a Stem Wall element. This element would be...
Timber design per the Canadian CSA 086-2009 design code is now available....
New codes have been added to RISA-3D v13 and RISAFloor v9, these include:...
It is important to submesh plate elements in your model in order to obtain...
Aside from leaving an unbraced length blank or inputting a fixed distance,...
Understanding unbraced lengths and how RISA software accounts for them is...
The axial compression and flexure strength of beams and columns is...
Code requirements for consideration of panel zone shear deformation can be...
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