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Pinned Beams in Semi-Rigid Diaphragms
When using semi-rigid diaphragms in a RISAFloor/RISA-3D model, it is possible to see negative moments at the ends of pinned beams as a result of the...
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When using semi-rigid diaphragms in a RISAFloor/RISA-3D model, it is possible to see negative moments at the ends of pinned beams as a result of the...
1 min read
When you have a deep column, it is necessary to model the beam so that it connects to the face of the column. This results in an eccentricity at the...