Tag: Structural Column

Brace Framing

A question came to me this week asking how brace framing can be modeled so that the braces are going in the correct location while having the correct analytical relationship to the columns.  In this case the client wanted the

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Beams Tied to height of Columns

When Revit 2012 was released there was this new feature on structural beams that didn’t get addressed in any of the “NEW” documentation.  I stumbled across it during a training session and have been using it so much that it

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