Universitat Politècnica de Catalunya · BarcelonaTech

Analysis and Design of Steel Structures (250472) – Course 2024/25 PDF

Contents

Course brief description

Dedication

1h Large group + 1h 24m Self Study
Total: 2h 24m

Resistance of the cross sections. Cross section classification. Class 4 cross sections. Internal forces interaction. Cross-section resistance ELU Column buckling theory. Beam-column behaviour. Effective lengths. Design rules of EAE and Eurocode. ELU of element instability Basic notions of structural analysis considering the geometrical and material non-linearities. Global plastic analysis: Plastic hinges theory. Collapse mechanisms. Basic notions of structural analysis. Global plastic analysis

Dedication

5h Large group + 3h Medium group + 11h 12m Self Study
Total: 19h 12m

Fracture mechanics concepts. Fracture toughness. Resilience. Charpy test. Influence of temperature. Design against brittle fracture. EN 1993-1-10, Spanish Code EAE. Design of elements against brittle fracture.

Dedication

2h Large group + 1h Medium group + 4h 11m Self Study
Total: 7h 11m

Basic concepts of fatigue. Mechanism of fatigue failure. Fatigue design methods. Safety partial factors. SN curve method (EN 1993-1-9, EAE). Recommendations Fatigue design methods

Dedication

1h Large group + 2h Medium group + 4h 11m Self Study
Total: 7h 11m

Dedication

3h Laboratory classes + 4h 11m Self Study
Total: 7h 11m

General considerations. Properties of materials in front of fire. Fire resistance. Calculation of temperatures in steel. Fire

Dedication

2h Large group + 1h Medium group + 4h 11m Self Study
Total: 7h 11m

Cold-formed sheets and profiles. Material properties. Resistances verifications and deflection calculations. CUFSM. Cold-formed structures

Dedication

3h Large group + 3h Medium group + 8h 23m Self Study
Total: 14h 23m

Overview. Bolted joints. Category and check. Welded joints. Directional method. Joint exercises

Dedication

2h Large group + 1h Medium group + 4h 11m Self Study
Total: 7h 11m

Material nonlinearity. Geometric nonlinearity. Sway and non-sway frames. Consideration of second order effects.

Dedication

3h Large group + 4h 11m Self Study
Total: 7h 11m

Dedication

3h Laboratory classes + 4h 11m Self Study
Total: 7h 11m

Commercial steel frame design software will be used to consolidate the concepts explained during the course through a practical application.

Dedication

3h Laboratory classes + 4h 11m Self Study
Total: 7h 11m