Analysis of statically indeterminate structures by displacement method; slope deflection, moment distribution, stiffness matrix; member stiffness; stiffness transformations; assembly of stiffness matrices and solution for beams, frames and trusses. Flexibility matrix. Influence lines for statically indeterminate beams, frames, arches and grids. Structural forms and their applications.
| Ch. 1 | Moment Distribution Method | ||
| 1.1 | Moment Distribution for Beam (Part I) | View | |
| 1.2 | Moment Distribution for Beam (Part II) | View | |
| 1.3 | Moment Distribution for Frame | View | |
| Ch. 2 | Slope Deflection Method | ||
| 2.1 | Slope Deflection for Beam | View | |
| 2.2 | Slope Deflection for Frame | View | |
| Ch. 3 | Influence Line of Statically Indeterminate Structure | ||
| 3.1 | Qualitative Influence Line | View | |
| 3.2 | Quantitative Influence Line | View | |
| Ch. 4 | Flexibility Method | ||
| 4.1 | Flexibility Method for Beam and Frame | View | |
| Ch. 5 | Stiffness Method | ||
| 5.1 | Stiffness Method for Beam | View | |
| 5.2 | Stiffness Method for Frame | View | |
| 5.3 | Stiffness Method for Truss | View | |
| Ch. 6 | Computer Application of Stiffness Method | ||
| 6.1 | Stiffness Method for Truss | View | |
| 6.2 | Stiffness Method for Beam | View |
Strudents are required to complete CE 313 prior to registration on this course.
| Activities | Percentage | Remarks |
|---|---|---|
| Mid Term Exam | 30% | Answer 3 questions out of 4 |
| Quiz | 20% | Best 2 out of 3 |
| Assignment | 10% | All of 2 out of 2 |
| Final Exam | 30% | Answer 3 questions out of 4 |
| Attendance | 10% | Less than 50% will obtain zero marks |
There are 2 sessions per week, 1 hour on each session.