HSS Steel Tree Sculpture
A Steel Tree Canopy project
The architectural project objective was to construct a sculpture that resembled a tree. The structural result was a steel frame pavilion/bandshell with a tiered canopy and branch system. However, the project iterated several times through various configurations, including a glass geodesic dome and steel fin leaves, before ultimately ending up as an HSS and steel pipe frame with wood decking.
Due to the geometry of the desired structure, there were complex HSS and steel pipe connections, with several instances of many members coming into one location. The eccentric nature of the wind loading on the structure, especially given the need to leave a face without columns to act as a bandshell, created some complex loading conditions at congested locations.
HSS connection challenge
When designing HSS-to-HSS connections, using AISC 360 code formulas is almost impossible because the connections must fall within the limits of applicability. These limits can be found in Chapter K of the AISC 360 Specification for Steel Buildings. In summary, the limits are related to the angle between the members, width ratio, connection eccentricity, gaps, wall thickness, etc. However, the code allows the use of Finite element analysis instead.
Stability Engineering used the IDEA StatiCa Connection application for these connections, allowing them to model all the connections in the project, from very simple to complex joints, with no limitations.
United States
After integrating the software into their workflows, Stability Engineering has been using the IDEA StatiCa application in other projects with a myriad of conditions. Compared to the initial run of hand calculations and compiling calculations from several programs to try to analyze the most complex connections fully, it likely saved up to a day in time for the final design.
The use of IDEA StatiCa has not only saved them time but also allowed their engineers to create more efficient designs compared to connections coming out of other software solutions and spreadsheets. The FEM modeling of these connections also gave them a higher level of confidence in the design
Why IDEA StatiCa?
Stability Engineering took advantage of IDEA StatiCa by:
- Modeling joints with complex geometry
- Modeling HSS connections out of the code limits of applicability
- Multiple members in one node
- Model load eccentricities
- Higher level of confidence in the design
- Time savings compared to hand calculations
- Quick learning curve as they were using IDEA for the first time in this project
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