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- 2900 MT
- Critical geometry of the roof structure, with multiple architectural features
- Combination of rolled / built up circular sections, hence limitation on length of each part, considering the material availability.
- Skew pipe to pipe welded connections, resulting into, huge development work, for plates to be carried out.
- 3400 MT
- Long span trusses with Pre Camber
- Multilevel Struts
- Precast Panel Decking, which had to be interfaced, with the structural steel elements
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