Composite floor slabs / Example: composite slab / Composite beams – sagging bending and vertical shear / Composite beams – longitudinal shear / Stresses, deflections and cracking in service / Effects of shrinkage of concrete and of temperature / Vibration of composite floor structures / Hollow‐core and solid precast floor slabs / Example: simply‐supported composite beam / Shallow floor construction / Example: composite beam for a shallow floor using deep decking / Composite beams with large web openings / Types of global analysis and of beam‐to‐column joint / Hogging moment regions of continuous composite beams / Global analysis of continuous beams / Stresses and deflections in continuous beams / Design strategies for continuous beams / Example: continuous composite beam / Continuous composite slabs / Composite columns / Beam‐to‐column joints / Design of non‐sway composite frames / Example: composite frame / Simplified design method of EN 1994‐1‐1, for columns / Example (continued): external column / Example (continued): internal column / Example (continued): design of frame for horizontal forces / Example (continued): joints between beams and columns / Example: concrete‐filled steel tube with high‐strength materials / Composite slabs / Composite beams / Composite columns / Appendix A: Partial‐interaction theory.

15; Tension members / 16: Columns and struts / 17: Beams / 18: Plate girders / 19: Members with compression and moments / 20: Trusses / 21: Composite slabs / 22: Composite beams / 23: Composite columns / 24: Design of light gauge steel elements / 25: Bolting assemblies / 26: Welds and design for welding / 27: Joint design and simple connections / 28: Design of moment connections / 29: Foundations and holding-down systems / 30: Steel piles and steel basements / 31: Design for movement in structures / 32: Tolerances / 33: Fabrication / 34: Erection / 35: Fire protection and fire engineering / 36: Corrosion and corrosion prevention.

Appendix A1: Single Web Angle/Single Plate Connections / Appendix A2: Double Web-Angle Connections / Appendix A3: Top- and Seat-angle with Double Web-angle Connections / Appendix A4: Top- and Seat-angle Connections / Appendix A5: Extended End-plate Connections / Appendix A6: Flush End-plate Connections / Appendix A7: Header End-plate Connections.

Appendix A: Thickness of Base Metal / Appendix B: Torsion / Appendix C: Formulas for Computing Cross-Sectional Property By / Appendix D: Definitions of Terms / Nomenclature / Acronyms and Abbreviations / Conversion Table.

Semi-finished products of steel. Sections, bars and wires / Plates and sheets / Open-grid flooring, fabrics, meshes / Wire ropes, Tie bar systems / Corrosion protection, fire protection, building performance. Corrosion protection / Fire protection, Thermal performance, Acoustic performance / Case studies in steel. Overview / Private house in Oldenburg / Pretensioned strip bridge in the Via Mala gorge / Additional storey in Stuttgart / Private house with medical practice in Saulgau / Restaurant and casino in Dresden / Conversion of mine building in Peißenberg / Private house in Dornbirn / Hinzert documentation pavilion / Appendix / Tables. Standards and directives, Associations / Manufacturers, Further reading.

Appendix A1: Single Web Angle/Single Plate Connections / Appendix A2: Double Web-Angle Connections / Appendix A3: Top- and Seat-angle with Double Web-angle Connections / Appendix A4: Top- and Seat-angle Connections / Appendix A5: Extended End-plate Connections / Appendix A6: Flush End-plate Connections / Appendix A7: Header End-plate Connections.

Case study II: Design of Gable End Framing System Along Row 10, Based on Eurocode 3 / Case Study III: Design of Vertical Bracing Systems for Wind Forces and Crane Tractive Forces Along Stanchion Lines A and B, B / Appendix A / Appendix B.

Appendix A: Thickness of Base Metal / Appendix B: Torsion / Appendix C: Formulas for Computing Cross-Sectional Property By / Appendix D: Definitions of Terms / Nomenclature / Acronyms and Abbreviations / Conversion Table.