Workgroup Contents
Lecture 11.6 : Moment Connections for Continuous Framing
Top
1. INTRODUCTION
2. RESUM OF WHAT 'CONTINUOUS' IMPLIES
3. RIGID AND FULL STRENGTH CONNECTIONS IN PRACTICE
3.1 Full Strength Connections
3.2 Rigid Connections
4. MEANS OF FORMING CONNECTIONS
5. STRENGTH DESIGN OF CONNECTIONS
5.1 Calculation of Bolt Tension
5.2 The Equivalent T-stub Concept
5.3 Multiple Bolt Rows
5.4 Justification for the Plastic Bolt Force Distribution
6. THE PITCHED-ROOF PORTAL FRAME
7. CONCLUDING SUMMARY
8. REFERENCES