Workgroup Contents
Lecture 10.4.2 : Continuous Beams II
Top
1. INTRODUCTION
2. GENERAL PRINCIPLES
2.1 Effective Width of Concrete Flange
2.2 Modular Ratio
2.3 Load Arrangements and Load Cases
3. DISTRIBUTION OF BENDING MOMENT
3.1 Cracked Section Analysis
3.2 Uncracked Section Method
3.3 Redistribution of Support Moments for Elastic Analysis
4. CLASSIFICATION OF CROSS-SECTIONS OF BEAMS
5. ELASTIC RESISTANCE MOMENT
6. LATERAL-TORSIONAL BUCKLING
6.1 Lateral Restraint
7. CONCLUDING SUMMARY
8. REFERENCES
9. ADDITIONAL READING