July 19, 2011
How to export a model to DXF
RISAFloor, RISA-3D, and RISAFoundation all allow the user to export a model as a DXF file for use in most major CAD programs.
RISA software is designed to integrate smoothly with essential tools like AutoCAD, Revit, ADAPT, SDS2, Tekla, Archicad, and Excel, making it easier for structural engineers to work efficiently and reduce project costs. By minimizing redundant data entry, improving accuracy, and enhancing collaboration, these integrations help engineers complete projects faster and more economically. Here’s a look at how each integration optimizes workflows: 1. RISA-Revit Link The RISA-Revit Link is designed to help engineers leverage the full power of Building Information Modeling (BIM). This integration offers unlimited, bi-directional data transfers, or “round-tripping,” between Autodesk Revit and RISA-3D, RISAFloor, and RISAConnection. Seamless BIM Model Transfer: Engineers can transfer model geometry, loads, and design parameters effortlessly from Revit to RISA for detailed structural analysis and back again to Revit for project documentation. This minimizes the need for re-entry of data, reducing potential errors. Unlimited Round Tripping: The link enables continuous data syncing, so any updates made in RISA or Revit are reflected in the other program. Whether for initial setup, design revisions, or load recalculations, this connection supports evolving project needs. Support for RISAConnection: The RISA-Revit Link also integrates with RISAConnection, allowing users to manage steel connections within the Revit environment, further enhancing collaboration…
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RISAFloor, RISA-3D, and RISAFoundation all allow the user to export a model as a DXF file for use in most major CAD programs.
In RISAFloor on the roof level, you layout only the top chords of the truss and create your slope. These top chords by themselves probably won’t be sufficient enough to get designed in RISAFloor, but, don’t worry, we’ll take care of that in RISA-3D when we model the rest of truss.
In RISAFloor, the beams are susceptible to two forms of buckling; Euler buckling and lateral-torsional buckling. The unbraced length is determined in RISAFloor using the deck properties and framing.
Using this method in RISAFloor, we are not actually designing the trusses, but just adding “dummy” bottom and top chords to correctly calculate the loading and help distribute the loads to the walls.
V-Brace frames in RISA-3D seismic design have unbalanced forces shown on both the beams and braces. As brace frames displace under lateral loads, one brace will buckle and its force decreases while the other brace in tension will have an increase of force until it reaches yield.
To understand decks it is important to know what a deck is. In typical buildings, most of each floor will consist of only one type of deck.
RISA includes various advanced spreadsheet operations that make reviewing input and results easy.
When you model your building in RISAFloor, make sure that you define your slab edge as flexible. That will ensure that the entire contents of the diaphragm will use flexible behavior.
When dealing with a sloping site, it is often necessary to step-down the bases of columns and walls along the length of a building. The example below illustrates how to model this in RISAFloor.
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