
August 17, 2022
AISC 341-16 & AISC 358-16 now included in RISAConnection
The AISC 341-16 and AISC 358-16 Edition changes have been implemented into RISAConnection v13.
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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The AISC 341-16 and AISC 358-16 Edition changes have been implemented into RISAConnection v13.
The new connection details view, and defaults viewer in RISAConnection Version 13 provides engineers with enhanced control over individual connection configurations, streamlining the definition process and saving time. For more information about these improvements, check out the video below:
RISAConnection Version 13 now includes the ability to define vertical diagonal brace extended shear tab connections both with and without the use of gusset plates. This connection type was highly requested by users due to its usefulness in a variety of situations. For more information about this...
Member Configuration The connection rule must be applied to both sides of the splice (either beam to beam or column to column)
Member Configuration The connection rule must be applied at the end of the beam (not the column).
One of the advantages of the RISA Building System is the ability to utilize and share model information (geometry, loading, etc.) between software packages. One such way, is the ability to define hot-rolled steel connections in RISAFloor and/or RISA-3D and then transfer them to RISAConnection for...
Member Configuration The connection rule must be applied at the end of the beam (not the continuous girder).
The AISC 341-16 and AISC 358-16 Edition changes have been implemented into RISA-3D v19.
Watch the recording of our webinar to learn how new versions of RISA-3D, RISAFloor, RISAFoundation and RISAConnection provide users with expanded design capabilities, improved product integration and new features including:
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