Improved Modeling of Wall Footing Corners in RISAFoundation
The new Smart Corners feature in RISAFoundation Version 14 allows for the...
World Cup stadiums are a stress test for structural design. High live loads, dynamic crowds, irregular geometry, and retrofit constraints all show up in one project. For structural engineers, these venues are a perfect case study in how analysis and design tools need to work together. 1. Crowd loads, vibration, and serviceability At tournament scale, it’s not just about “meeting code” for live loads—serviceability and vibration performance become critical in concourses, seating tiers, and long‑span elements. Typical checks engineers run include: Vertical and lateral live load combinations for tiered seating and concourse framing. Vibration checks on cantilevered slabs, stairs, and lightweight steel members (comfort criteria for rhythmic crowd activity). Deflection limits for long‑span beams and trusses supporting roofs, signage, or rigging. A common RISA workflow: Use RISAFloor to lay out seating bowl and concourse framing, assign appropriate live loads (including crowd and reduction rules), and check vibration analysis and gravity design. Push the model to RISA‑3D for global analysis and lateral behavior of the frame/diaphragm system. Use color plots, member detail reports, and deflection envelopes to verify serviceability and comfort performance before locking in framing decisions. Engineers can quickly iterate framing schemes and see how changes in span, stiffness, or…
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The new Smart Corners feature in RISAFoundation Version 14 allows for the...
RISA-3D is expanding its industry leading support for the analysis and...
Cold-formed steel framing is a durable, reliable and cost-effective option...
Color contours and gradients can be very helpful to visualize the...
RISA-3D is one of the few pieces of software on the market offering wood...
Now available in RISAFoundation v9 is the ability to design masonry...
Wall Panel Forces Spreadsheet The power of RISA is the easy to access...
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