A circular plate 120 mm in diameter is welded to another plate by means of 8 mm size fillet weld. Calculate ultimate twisting moment capacity (kN-m) that can be resisted by fillet welded connection as per LSM design. Use Fe410 and shop welding 120 mm S = 8 mm

A circular plate 120 mm in diameter is welded to another plate by means of 8 mm size fillet weld. Calculate ultimate twisting moment capacity (kN-m) that can be resisted by fillet welded connection as per LSM design. Use Fe410 and shop welding 120 mm S = 8 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.4.1P: Use an elastic analysis and determine the maximum load in the weld (in kips per inch of length).

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Concept explainers

Connections

In steel structures, connections are the members that join two or more steel members. The connections are the most important members of any steel structure, and hence, they are designed more carefully. The majority of the construction cost of steel structures is incurred due to the connections. The design of connections is done as per the recommendations and specifications of the American Institute of Steel Construction (AISC).

Question

A circular plate 120 mm in diameter is welded to another plate by means of 8 mm size fillet weld.
Calculate ultimate twisting moment capacity (kN-m) that can be resisted by fillet welded connection
as per LSM design. Use Fe410 and shop welding
120 mm
S = 8 mm

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