Wood Wall Panels - Straps vs Hold-Downs
With the recent release of RISA-3D v17 the program now offers the user 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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With the recent release of RISA-3D v17 the program now offers the user the...
The new AWC NDS 2018 code has been implemented into RISA-3D v17.0 and...
The latest releases of RISAFloor and RISA-3D include the following updates...
The new CSA O86-14 code has been implemented in RISA-3D v15.0 and...
Mechanically graded wood materials have been added for the AWC NDS 2015...
The latest versions of RISA-3D and RISAFloor now incorporate the AWC NDS...
You may notice discrepancies in the wood design values when comparing RISA...
Timber design per the Canadian CSA 086-2009 design code is now available....
In RISAFloor, the beams are susceptible to two forms of buckling; Euler...
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