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- 2900 MT
01. Critical geometry of the roof structure with multiple architectural features.
02. Combination of rolled and built-up circular sections, resulting in limitations on the length of each part due to material availability.
03. Skewed pipe-to-pipe welded connections, requiring extensive development work for the fabrication of plates.
- 3400 MT
01. Long-span trusses with pre-camber
02. Multi-level struts
03. Precast panel decking, which had to interface with the structural steel elements
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