Workgroup Contents
Lecture 10.7 : Composite Slabs
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1. INTRODUCTION
1.1 Definition
1.2 Types of Profiled Sheet
1.3 Steel-Concrete Connection
2. DESIGN PRINCIPLES
2.1 Design Situations
2.2 Actions
2.3 Material Properties
2.4 Deflection Limits
2.5 Verification Conditions
3. BEHAVIOUR AND ANALYSIS
3.1 Behaviour of Profiled Sheeting
3.2 Behaviour of Composite Slabs
3.3 Analysis of Composite Slabs
4. RESISTANCES OF SECTIONS
4.1 Positive Bending Resistance
4.2 Negative Bending Resistance
4.3 Vertical and Punching Shear Resistance
4.4 Longitudinal Shear Resistance
4.5 Elastic Properties of Cross-sections
5. VERIFICATIONS
5.1 Verification of the Ultimate Limit States
5.2 Verification of the Serviceability Limit State
6. CONCLUDING SUMMARY
7. REFERENCES
8. ADDITIONAL READING