I have simply supported beams (1) over cantilever precast columns (2).
Beams bear simply supported precast roof elements (3), with slight inclination
Precast roof elements (3) heads are connected to the beams by linear-elastic links (4), with significant flexibility in both X and Y directions and ...
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- by antonio.colonnello
- 14 Feb 2020, 18:28
- Forum: 04-Unexpected behaviour/errors
- Topic: unexpected bending moments diagrams
- Replies: 1
- Views: 1313
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