
September 7, 2021
Defining Connections: Beam to Girder Connections
Member Configuration The connection rule must be applied at the end of the beam (not the continuous girder).
We often get asked: “Should I model my foundation as a slab or a spread footing in RISAFoundation?” While both are valid options, they use very different analysis methods, and the results can vary accordingly. In this article, we’ll walk through a side-by-side comparison, using the same modeled conditions to highlight how the results differ — and why. Model Setup To keep things consistent, we modeled a single condition in two ways: once with a spread footing and once with a mat slab. Mat Dimensions: 10' x 10' x 1' Pedestal: 1' x 1' x 2' Loads Applied: 40 k vertical dead load 10 k lateral dead load 15 k lateral wind load 14.79 k concrete self-weight Soil Overburden: Set to 0 for both elements Slab Mesh Size: Refined below default for more detailed results Load Combinations: A basic set used for clarity (see screenshots in RISAFoundation) Analysis Methodology Feature Spread Footing Slab Element Analysis Type Rigid body Finite Element Analysis (FEA) Support Model Single support point Compression-only springs (based on subgrade modulus) Mesh Behavior No submesh Submeshed into smaller plate elements Lever Arm for Lateral Loads Spread Footings: Full pedestal height + full footing thickness Slabs: Full pedestal height…
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Member Configuration The connection rule must be applied at the end of the beam (not the continuous girder).
The latest release of the RISA-Revit Link now includes support for Autodesk Revit 2022 as well as the ability in import/export cold-formed steel wall panels. To learn more, watch the video below or check out the release notes.
The latest release of ADAPT-Builder (Version 20.0.1) includes improvements to model input, colorization and result display.
As our team is hard at work updating and improving RISACalc based on customer feedback and requests. This latest release (Version 2.1) now includes two new features; deflection ratio checks for beam components and batch report printing.
Over the past few years, RISA has been involved with Stand Up for Kids - Orange County. Since 2003, Stand Up for Kids has focused on putting an end to the cycle of youth homelessness in the community. They work to provide basic needs, housing, mentoring support, care, and love to at-risk and...
In this video, learn about the various unbraced length parameters that exist in RISA-3D and how the different values can impact the design of beam and column members in RISA-3D. Click the button below, for more detailed information about unbraced length in RISA-3D.
Samiul Alam is an Applications Engineer at RISA and has been with the company since December 2020. After receiving a BS in Civil Engineering from UC Irvine and a Master of Engineering in Structural Design from USC, he held roles as a design, project, and lead engineer designing and analyzing a...
When a steel joist has special loading that requires extra consideration, the most economical solution may be to use a standard joist that is capable of resisting the non-standard or special loading. When this type of design arises, RISAFloor will add an (SP) extension to the joist designation in...
RISA software is staying current with all the Windows updates in order to bring you the best quality that Windows recommends. Unfortunately, that means it will require a little extra time during installation and your computer could require a reboot more than once. The current versions of RISA...
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