Structural Design
Module code: CEU33A02 · Semester: Semester 1
Resources
Questions by Year
- 2025/26
- 2024/25
- 2023/24
- 2022/23
- 2021/22: Paper 1 · Paper 1
- 2019/20
- 2018/19
- 2017/18 (old code CE3A2)
- 2016/17 (old code CE3A2)
- 2015/16 (old code CE3A2)
- 2014/15 (old code CE3A2)
- 2013/14 (old code CE3A2)
- 2012/13 (old code CE3A2)
Topics
- Limit states, partial safety factors, characteristic and design values LO2
- Material properties of steel, reinforcement and concrete LO1
- Steel tension members LO6, LO9, LO11
- Compression members: buckling, slenderness, buckling curves, M-N interaction LO6, LO9, LO12
- Steel beams: plastic sections, section classification, shear, web buckling and bearing LO4, LO6, LO9–10
- RC beams: cracked sections, singly and doubly reinforced, shear LO3–4, LO6, LO9
- Bolted connections LO5, LO7
Learning outcomes
- Describe properties of structural steel, reinforcing steel and concrete
- Distinguish serviceability and ultimate limit states and apply partial safety factors
- Identify failure types in RC and steelwork and when they occur
- Describe elasto-plastic response of steel beams and under- and over-reinforced concrete beams
- Describe failure of bolted steel connections
- Calculate ultimate resistances of steel and RC members from first principles and codes
- Evaluate shear and bearing resistance of bolted connections
- Draw bending moment and shear force diagrams for determinate beams
- Design steel and RC members for bending, shear, buckling and tension
- Choose steel and RC beam and column sizes
- Size members in a steel truss
- Develop bending-shear and bending-axial interaction diagrams
- Test steel and RC specimens and compare with theory in a lab report