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- Users: StrucCivEnv
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Tension-only reinforced concrete members with lapped splices
Has anybody ever designed a a tension only concrete member without any mechanical or welded rebar splices? I'm designing a building without an interior concrete slab, so I can't fan out rebar from the column bases to resist the spreading forces from the roof load. The idea is to pour a grade...- StrucCivEnv
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- Replies: 39
- Forum: Structural engineering general discussion
