Workgroup Contents
Lecture 11.7 : Partial Strength Connections for Semi-Continuous Framing
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1. INTRODUCTION
2. DEFINING TERMS
3. PLASTIC AND ELASTIC GLOBAL ANALYSIS
4. WHAT MAKES A CONNECTION SUITABLE?
5. THE NEED FOR RIGIDITY
6. STANDARDIZED CONNECTION DESIGNS
7. CALCULATION OF CONNECTION PROPERTIES
8. ECONOMICAL CONNECTION DESIGN
9. UNBRACED FRAMES
10. CONCLUDING SUMMARY
11. REFERENCES