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AD 411: Design of web to flange welds in plate girders

October 11, 2017 by NSC in Advisory Desk, Technical
The SCI Advisory Desk is frequently asked how to design the welds between the flange and web of a plate girder. The following note discusses the standard formula for the shear flow between web and flanges of a doubly symmetric beam which is used for weld design and gives the background to the formula in Eurocode 3 Part 51. An example is also presented.

In order to retain the accurate formatting of the equations in this technical paper, this article is available as a pdf download only.

Click here to download and view it.

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