These are educational models and exercises. Check their assumptions before using the results. The full technical content and every diagram have not yet been independently verified.
Concrete and steel calculations retain their stated first-generation Eurocode teaching basis. Use the standards and amendments specified for your project; do not mix generations without an appropriate design basis.
In the flexibility method you release a redundant to form the primary structure. What must be true of the structure that remains?
Module 11·Level 3·reactions and load path
What fixes the redundant?
For a propped cantilever, the prop reaction is taken as the redundant. Which condition determines its value?
Module 11·Level 4·change and sensitivity
What if the prop settles?
The prop of the propped cantilever settles downward by a small amount instead of holding its point exactly. What happens to the redundant prop force?
Module 11·Level 4·reactions and load path
How many compatibility equations?
A continuous beam is indeterminate to the second degree (it has two redundants). How many compatibility equations does the flexibility method need?
Module 11·Level 4·change and sensitivity
Cross-flexibility and reciprocity
In a flexibility analysis, f₁₂ is the movement at coordinate 1 due to a unit redundant at coordinate 2, and f₂₁ the reverse. For a linear elastic structure, how do they compare?