Updated HSS Tube Connection Design According to CSA S16-14/09
RISAConnection v11 now incorporates expanded support for HSS tube shapes...
Halloween isn’t just for candy and costumes—it’s the perfect time to test your spooky engineering skills! We’ve brewed up a Halloween-themed RISA Jeopardy game, packed with fun, easy questions about our software. Tip for readers: Try to answer before revealing the “treat” below each question! 💀 Can You Count? 100 – RISACalc: How many components are currently available in RISACalc? 10 (Beam, Column, Steel Joist, Composite Beam, Retaining Wall, Spread Footing, Wall Footing, Drilled Pier, Seismic Load, Wind Load) 200 – FD: How many Data Entry spreadsheets are available in RISAFoundation? 25 300 – RISA-3D: How many countries or regions have building codes supported in RISA-3D? 9 (US, Canada, Mexico, Europe, Great Britain, India, Australia, New Zealand, Saudi Arabia) 🎃 Adaptable 100 – ADAPT: Which of these is not an ADAPT product? ADAPT-Builder, ADAPT-Felt, ADAPT-Floor, ADAPT-ABI ADAPT-Floor 200 – ADAPT: Which mode of ADAPT-Builder is used to design slabs-on-grade on expansive soils using the PTI method? ADAPT-SOG 🕸️ The Whole Family 100 – Other: This steel detailing software and fellow Nemetschek brand has a built-in export option in RISA-3D. SDS2 200 – Other: Which design code is the most common in our software, found in 8 of our 10 programs?…
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RISAConnection v11 now incorporates expanded support for HSS tube shapes...
Did you know that your can now attend the RISA Steel Building Workshop and...
Last week, RISA held its final Steel Building Workshop at the Aquarium of...
Connection design according to the new AISC 360-16 (15th Ed.) Steel Manual...
The AISC 360-16 (15th edition) has added a new section (see page 9-14...
The most recent release of AISC 360-16 (15th Edition) includes changes to...
The release of RISAConnection v10 incorporates updates according to AISC...
Wide Flange beam to HSS Tube column moment connections can now be designed...
The base material at the location of a weld may have less strength than...
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