Stud Shear Connectors in Composite Beams that Support Slabs with Profiled Steel Sheeting

Author:

Hicks Stephen J1,Smith Andrew L2

Affiliation:

1. Heavy Engineering Research Association—Structural Systems, Auckland City, Manukau, New Zealand Contact:

2. Grubb Engineering Corporation, Alberta, Canada

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference15 articles.

1. EN 1994-1-1: 2004.Eurocode 4: Design of Composite Steel and Concrete Structures – Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization: Brussels.

2. Hicks SJ, McConnel RE. The shear resistance of headed studs used with profiled steel sheeting. InComposite Construction in Steel and Concrete III, Buckner CD, Shahrooz BM (eds), ASCE: New York, 1997; 325–338.

3. American Institute of Steel Construction.ANSI/AISC 360-10. Specification for Structural Steel Buildings, American Institute of Steel Construction: Chicago, 2010.

4. NZS3404-1:1997.Steel Structures Standard. Part 1, Incorporating Amendment No. 1 and 2, Standards New Zealand: Wellington.

5. BS 5950-3.1: 1990.Structural Use of Steelwork in Buildings: Part 3: Section 3.1: Code of Practice for Design of Simple and Continuous Composite Beams, British Standards Institution: London, 1990.

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