Minimum Degree of Shear Connection Rules for UK Construction to Eurocode 4 (KET0011)

Minimum Degree of Shear Connection Rules for UK Construction to Eurocode 4, Contents:

1        INTRODUCTION

1.1     The roles of shear connectors

1.2     Scope of this publication

2        SHEAR STUD RESISTANCE AND SLIP CAPACITY

2.1     Slip capacity

2.2     Stud resistance

3        DEFINITION OF UNPROPPED CONSTRUCTION

4        MINIMUM DEGREE OF SHEAR CONNECTION

4.1     Why specify a minimum degree?

4.2     Variables that affect the minimum degree of shear connection

5        DESIGN RULES FOR MINIMUM DEGREE OF SHEAR CONNECTION

5.1     Rules for symmetric beams

5.2     Rules for asymmetric beams

5.3     Alternative rules for unpropped symmetric beams

5.4     Alternative rules for unpropped asymmetric beams

5.5     Alternative rules for beams with large web openings

6        DEFLECTION CALCULATIONS

7        MAXIMUM LONGITUDINAL STUD SPACING

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