Training in Aluminium Application Technologies

Homepage Talat

1. Aluminium Materials Technology

2. Aluminium Design

3. Aluminium Machining and Forming

4. Aluminium Joining Technology

5. Aluminium Surface Technology


2.1 Aluminium in Product Development

2.2 Introduction to Structural Design

2.3 Static Design

2.4 Fatigue Design

2.5 Design for Fire Resistance

2.7 Design Examples


 


2. Aluminium Design

2.3 Static Design of Members and Joints

2301 Design of Members
prepared and updated according to EC9 by T. Hoglund, Royal
Institute of Technology, Stockolm,
Contents : 125 pages, 92 figures

2301 Design of Members examples
prepared by Torsten Höglund, Royal Institute of Technology, Stockholm

Example 3.1 Deflection of class 4 cross section
Example 4.1 : Bending moment resistance of open cross section with closed part
Example 4.2 : Hollow cross section (polygon)
Example 4.3 : Bending moment resistance of welded hollow section with outstands. Class 2 cross section
Example 4.4 : Bending moment resistance of welded hollow section with outstands. Class 4 cross section
Example 5.1 : Axial force resistance of square hollow section
Example 5.2 : Axial force resistance of symmetric hollow extrusion
Example 5.3 : Resistance of cross section with radiating outstands
Example 5.4 : Axial force resistance of channel cross section,
Example 5.5 : Axial force resistance of laced column
Example 5.6 : Axial force resistance of orthotropic plate. Open or closed stiffeners
Example 5.7 : Axial force resistance of orthotropic double-skin plate
Example 6.1 - 6.6 : Shear resistance of webs without and with stiffeners
Example 6.7 : Shear force resistance of orthotropic plate. Open or closed stiffeners
Example 6.8 : Shear force resistance of orthotropic double-skin plate
Example 7.1 : Concentrated force
Example 8.1 : Torsion constants for open cross section
Example 8.2 : Torsion constants for hollow cross section
Example 8.3 : Torsion constants for deck profile
Example 9.1 : Tension force and bending moment
Example 9.2 : Beam-column with rectangular hollow section
Example 9.3 : Beam-column with eccentric load
Example 9.4 : Beam-column with cross weld
Example 10.1 : Transverse bending of unsymmetrical flange

2302 Design of Joints - size: 1.947 KB
prepared by T. Hoglund, Royal Institute of Technology, Stockolm, updated according to EC9 by F. M. Mazzolani, University Federico II, Napoli
Contents : 126 pages, 123 figures

2302 Design of Joints : Appendix - Figures and Tables from Eurocode 9
Contents : 16 pages