Handbook of Structural Steel Connection Design and Details, Third Edition by Akbar R. Tamboli

Author:Akbar R. Tamboli [Tamboli, Akbar R.]
Language: eng
Format: azw3, pdf
Publisher: McGraw-Hill Education
Published: 2016-12-20T16:00:00+00:00

For designing the connection, it is important not to underestimate the girder moment. The Mn,g calculated above is about equal to that given by FyZx,n, where Zx,n is the plastic net area. Since this is a wind design case, the Fplate computed appears reasonable for design as it will ensure that the beam will yield first, but that there is not a substantial connection overcapacity as will be the case for a seismic design.

3. Determine the size of the flange plate, assuming that the plate thickness (tp) will be 18 mm and that the plate is 345M. Balancing the plastic capacity of the plate against that of the beam, gives a plate width (bp) for the gross and net area cases of

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