05-01-2013, 01:00 PM
Column Web Strength in Beam-to-Column Connection
Author: D. E. Newlin and W. F. Chen | Size: 1,52 MB | Format: PDF | Quality: Scanner | Publisher: Fritz Engineering Laboratory Report No. 333.14 | Year: 1971
In the design of an interior beam-to-column connection, consideration must be given to column web stiffening. The present AISC Specifications require stiffening of the compression region of column web on the basis of two formulas.
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