Question: What is the difference between ultimate and nominal moments? Which one shall be larger? How is ductility associated with plastic deformations of the steel and

What is the difference between ultimate and nominal moments? Which one shall be larger?
How is ductility associated with plastic deformations of the steel and warning signs?
Is an over-reinforced beam better than an under-reinforced beam? And why?
What are the five items decided in the pre-design phase?
For the below section (drawing to scale), determine if the percentage of steel, clear cover, spacing are reasonable
(rebars #9)
What is the difference between ultimate and

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