Overall, RISA-3D instrumental in the design process, allowing the engineer to evaluate the required structural systems as a whole without having to break the complex elements into individual pieces. RISA-3D was also used to model the floor height truss systems that supported the cantilevers on the 2nd and 3rd floors. RISA-3D was used to quickly evaluate the deflection and free vibration of the bridge in order to determine how the structure would react under various pattern loading conditions as well as failure scenarios of the individual stringers or supporting column. This resulted in various patterned loading conditions that all needed to be evaluated for vibration concerns. Additionally, the 14ft wide stair was divided into two parts: with space for walking and space for seating. However, during the numerous design iterations the decision was made to add one central column to support the structure. Originally, the design called for the bridge to be completely hung from the roof.
Let your imagination run wild and fill our construction gap with a great idea.
In times where housing is scarceand redensification plays an important role, we ask for your help. Take part in our next Allplan challenge and finish the first half of 2022. One of the most challenging aspects of the design was the central atrium bridge. ALLPLAN Challenge: Design your construction Gap with allplan.
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