
February 23, 2017
Using Transverse Stiffeners and Web Doublers Together
RISAConnection v7 now allows both Transverse Column Flange Stiffeners and Column Web Doublers to be applied to Beam to Column Moment Connections.
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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RISAConnection v7 now allows both Transverse Column Flange Stiffeners and Column Web Doublers to be applied to Beam to Column Moment Connections.
RISA-3D now supports hot rolled steel design for the Canadian market according to CSA S16-14.
RISAFloor v11 includes the ability to re-position selected elements such as beams, columns, walls, and nodes in your model. On the Graphic Editing Toolbar, click on the Move Selected Items button to open the Move Selected Items dialog box.
Now available in RISAFoundation v9 is the ability to design masonry retaining walls and strip footings with the latest US codes. Simply define your masonry wall and reinforcement parameters in the Wall Footing Definition Editor and then draw your wall footing.
These include:
In RISA-3D, RISAFloor, and RISAFoundation the cursor now provides additional information regarding the cursor coordinates. As you move your cursor around on your screen, a box adjacent to your cursor will appear and populate with the coordinates of the cursor.
RISAFloor v11 now includes the ability to create custom column strip widths in order to optimize the design of slab reinforcement.
In the RISA-3D when you model a WT brace it exists at the member centroid, which means that no bending ends up in the brace due to the fact that the brace is actually eccentric to the braced frame.
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