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November 16, 2018
Tapered Gusset Plates using Custom Angle
Modeling tapered gusset plates in RISAConnection is now easier than ever. With the recent addition of the Custom Angle input, you may now enter an angle to quickly cut back a gusset edge.
Whether you’re coming back to RISA after a short break or revisiting it after years away, we’re here to make your return seamless and rewarding. From updated features to enhanced training resources, RISA is more equipped than ever to support your structural engineering needs. Here’s a step-by-step guide to help you re-engage with RISA and maximize your experience. 1. Assess Your Needs Before diving back in, take a moment to consider your current project requirements. Are you focusing on steel design, concrete analysis, or something else? Knowing your priorities will help you identify the RISA products and features that align with your goals. Quick Tip: New to RISA? Check out our products with an engineer to see which tools best match your project scope. 2. Explore What’s New RISA software evolves continuously to meet industry demands. If it’s been a while, you might be amazed by the new features and integrations we’ve introduced. For example: Enhanced RISA-3D and RISAFloor integration for seamless lateral and gravity design workflows. New templates and tools for complex systems like semi-rigid diaphragms. Improved interoperability with Revit and other BIM software. Next Step: Visit our New Features page to catch up on the latest updates. 3…
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Modeling tapered gusset plates in RISAConnection is now easier than ever. With the recent addition of the Custom Angle input, you may now enter an angle to quickly cut back a gusset edge.
The base material at the location of a weld may have less strength than the weld itself. In this case it will control the overall strength of the welded connection. In order to account for this, RISAConnection uses a weld strength reduction factor (α) which we call the Base Material Proration...
Wide Flange beam to HSS Tube column moment connections can now be designed in RISAConnection version 9 with both the US and Canadian design standards. HSS tubes may be selected as the supporting column member on either of the two moment connections:
RISAConnection assumes by default that your vertical brace connection is a one-sided connection without any outside influence or load transfer from other connected elements. Using this assumption, the design shear and axial force at the beam to column sub-connection is determined using simple...
Wide Flange Beam to HSS Tube Column Moment Connections can now be designed in RISAConnection version 9. HSS tubes may be selected as the supporting column member on either of the two moment connections:
RISAFoundation v11.0 includes two new tabs in the Safety Factors results spreadsheet that breakdown the slab’s stabilizing and destabilizing forces for each category. The new Overturn/Resist by Category and Sliding/Resist by Category tabs make it easy to understand how the program calculates the...
In RISA-3D, the current method of design for masonry lintels is Simply Supported where the masonry lintels are idealized into a simply supported pin-pin beam configuration. Now, masonry lintels can instead be analyzed using finite element analysis. With this method, the lintel will be fully...
RISAFoundation can apply soil overburden to a mat slab to account for the weight of the soil above the foundation. Simply enter a Soil Overburden pressure value for your foundation design in the Slabs spreadsheet. The soil overburden load is utilized to help the mat slab resist overturning during...
The 2015 NBC compliant codes have been implemented into RISA-3D v17.0, RISAFloor v13.0 and RISAFoundation V.11.0!
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