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PT pan Joist system
Has anyone worked on PT pan joist system before? Both the girders and narrow joists are post-tensioned with long spans. The span is approximately 50 ft in both girder and joist direction. Can I design it as regular slab beam PT system? Anything special I need to pay attention to? Any help is...- yinj
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- Replies: 1
- Forum: Concrete Engineering general discussion
