Modelling
- Q. Why is the PLS adequacy factor in RING sometimes higher than the ULS adequacy factor?
- Q. Does RING give an upper or a lower-bound solution?
- Q. Is it possible to simulate the number of cycles of loading that would lead to PLS failure?
- Q. Can I model missing masonry in the arch barrel?
- Q: How can I determine the reaction forces at the base of a pier?
- Q: Can I model a near-surface concrete slab in LimitState:RING?