
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.
With the adoption of ASCE 7-22, the concept of a multi-period response spectrum has been added to seismic design requirements. While this provides more accurate hazard representation, it also means engineers need to generate and input additional site-specific data. This quick workflow shows how to gather that data from the ASCE Hazard Tool and use it in RISA’s site parameters table for seismic load generation. Why This Matters for Engineers? Multi-period response spectra reflect more realistic ground motion characteristics and will increasingly be required as jurisdictions adopt ASCE 7-22. By pulling site-specific values directly from the ASCE Hazard Tool, engineers can ensure compliance and avoid unnecessary assumptions. The multi-period approach can result in higher or lower design forces depending on the building’s period and site class, but it always provides more accurate seismic representation than the traditional two-point method. Download the latest versions of RISA that supports ASCE 7-22 below. Step 1: Generate Multi-Period Spectrum Data Go to the ASCE Hazard Tool. Enter your project location (address, coordinates, or site description). Select ASCE 7-22 as the building code. Navigate to the seismic hazard results and download/export the Multi-Period Response Spectrum data. Step 2: Copy Data Points into RISA Open RISA…
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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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