February 20, 2024

Added Ability to Move Nodes with Mouse in RISA-3D

Introducing RISA-3D v22.0, the latest milestone in structural engineering innovation! One of the standout features of this release is the ability to move nodes with a simple mouse gesture in the 3D graphical view. This intuitive functionality revolutionizes your design process, allowing for seamless adjustments and precise control over your structural model. Say goodbye to tedious manual input and hello to effortless manipulation of nodes. Experience the power of RISA-3D v22.0 and take your structural designs to new heights!

RISA-3D

Tags: RISA-3D, New

August 16, 2018 | RISA-3D, New, Cables

Modeling Cables in RISA-3D

One of the support questions we get most often is, “How can I model a cable element in RISA-3D?” Cables that are straight and experience only axial loading can be easily modeled. When modeling structures with cables (such as guyed structures) the cables can be modeled as tension only and doing so will ensure that the member will not take any compression. Click the link below to our RISA-3D Help File. Search 'Tension/Compression-Only Members'. RISA-3D Help File In addition to setting the member as tension only, it is necessary to utilize a weightless material so that the transverse cable member deflections are not reported. To do this, you can create a new material and set the density to zero. Note: If the cable weight is removed, it should still be applied elsewhere on the structure as a point load. If you do not do this then the cable deflections (other than the axial deflection) will be reported as very large since it is the cable action that keeps a guyed cable straight. Lastly, if the design requires a cable prestress, thermal loads can be used to create the pre-tension of the cable. See Prestressing with Thermal Loads to learn how…

February 5, 2014 | RISA-3D, New, Geodesic Dome

How to model a Geodesic Dome in RISA-3D?

In modeling what would be a rather difficult geometric structure, by using the Templates database in RISA-3D, a geodesic dome can be constructed rather quickly and easily. Select the "Geodesic Dome" from the "Templates" drop-down found on the Home tab. The following dialog box will be displayed and you can enter in the necessary information for the geodesic dome generation: Platonic Solid Shape: Designates the overall shape, number and orientation of the geodesic dome Triangle Subdivision: Designates the number of triangle submesh per side of the triangular plate Polar Origin: Sets the origin (insertion) point of the dome Members: Allows for the creation of strut members using a material and pre-defined section set Plates: Allows for the generation of plates using a material and thickness Dome Height/Radius: Sets the geometry of the dome Once the properties of the dome have been defined, click OK to generate the dome…

January 18, 2011 | RISA-3D, New, Instability

How to Model Tension-Only Bracing in RISA-3D

Before reading this, be sure to check out the article linked below on X-Bracing. In RISA-3D, you can set a member to be tension-only by selecting it and selecting Tension Only or Euler Buckling from the Additional Properties section of the Member Properties. Link: Tips & Tricks: X-Bracing In the example below, if the braces are set to Tension-Only, the model will register as unstable: Under gravity loading the elastic shortening of the columns will cause some elastic shortening of the braces. This means that each brace is slightly compressed (with about 50 lbs of axial force). When the braces are set to Tension Only they are not allowed to take any compression at all, so they are both ignored during the solution, resulting in an unstable frame. By setting the braces to be Euler Buckling instead of Tension Only, the program will allow these braces to take compression only up to their Euler Buckling limit, which is enough to compensate for the elastic shortening. If any significant compression enters the brace it will still be ignored during solution…