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