Flexural and shearing stresses in beams. Principal stresses. Direct integration and area moment method for finding slopes and deflections in statically determinate beams. Indeterminate beam analysis. Buckling of columns.
| Ch. 1 | Bending in Beam | ||
| 1.1 | Flexural Stress | View | |
| 1.2 | Composite Section | View | |
| Ch. 2 | Shear in Beam | ||
| 2.1 | Shear Flow | View | |
| 2.2 | Shear Stress | View | |
| Ch. 3 | Stress Transformation | ||
| 3.1 | Algerbric Approach | View | |
| 3.2 | Mohr'r Circle (Graphical Approach) | View | |
| Ch. 4 | Deflection | ||
| 4.1 | Direct Integration Method | View | |
| 4.2 | Moment Area Method | View | |
| Ch. 5 | Indeterminate Beam Analysis | ||
| 5.1 | Method of Superposition | View | |
| 5.2 | Clapeyron's Theorem (Three Moments Equation) | View | |
| Ch. 6 | Column | ||
| 6.1 | Column Analysis | View |
Students must complete CEE 212 Structure II course prior to register for this course.
| Activities | Percentage | Remarks |
|---|---|---|
| Attendance | 5% | Less than 70% cannot sit for final exam |
| Mid Term Exam | 20% | Answer 2 questions out of 3 |
| Final Exam | 50% | Answer 4 questions out of 6 |
| Quiz | 15% | Best 2 out of 3 |
| Assignment | 10% | All of 2 out of 2 |
There are 2 sessions per week, 1 hour on each session.