Behaviour of structural steel members and steel frames, code requirements, design of tension and compression members by WSD and LRFD methods, design of beam, beam-columns, joint design
| Ch. 1 | Introduction | ||
| 1.1 | Introduction to Steel Structure | View | |
| Ch. 2 | Tension Member | ||
| 2.1 | Effective Area and Net Area | View | |
| 2.2 | Staggered Fastener | View | |
| 2.3 | Block Shear | View | |
| 2.4 | Design of Tension Member | View | |
| Ch. 3 | Compression Member | ||
| 3.1 | Capacity | View | |
| 3.2 | Biaxial Buckling | View | |
| 3.3 | Column Design by Trial and Error Method | View | |
| 3.4 | Column Design by AISC Column Load Table | View | |
| Ch. 4 | Flexural Member | ||
| 4.1 | Plastic Moment and Plastic Section Modulus | View | |
| 4.2 | Local Buckling Strength | View | |
| 4.3 | Lateral Torsional Buckling Strength | View | |
| 4.4 | Beam Design | View | |
| Ch. 5 | Connection | ||
| 5.1 | Bolt Connection | View | |
| 5.2 | Weld Connection | View |
Students must complete CE 411 course prior to register for this course
| Activities | Percentage | Remarks |
|---|---|---|
| Attendance | 10% | |
| Mid Term Exam | 30% | Answer 3 questions out of 4 |
| Final Exam | 30% | Answer 3 questions out of 4 |
| Quiz | 20% | Best 2 out of 3 |
| Assignment | 10% | All of 2 out of 2 |
There are 2 sessions per week, 1 hour and 15 minutes on each session.