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Post-Tensioned Beams Parallel to Slab
Are the parallel beams serving only as lateral, or are they picking up intermediate (perpendicular) beams that do not match the column spacing? If the beams picking up the one-way slab are supported directly on columns, there is no need for parallel beams in an ordinary moment frame. If the...- concrete28
- Post #17
- Forum: Structural engineering general discussion
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Calculating moments on a concrete structure
Get a copy of the Portland Cement Association's tank publications. It has a series of tables for different loading and fixity criteria.- concrete28
- Post #5
- Forum: Moment Frame & Shear Wall engineering
