Computer · Reinforced Concrete Structures
Under the limit state of collapse, a singly reinforced balanced beam section is designed for a span of 4 m using two different types of steel: Case A (Mild steel, Fe250) and Case B (HYSD steel, Fe415). What is the correct inference regarding the limiting depth of the neutral axis (xu,max) for both cases?
- 1xu,max in Case A = xu,max in Case B
- 2xu,max in Case A can be greater, smaller, or equal to Case B depending on width
- 3xu,max in Case A < xu,max in Case B
- 4xu,max in Case A > xu,max in Case B✓
Correct answer
xu,max in Case A > xu,max in Case B
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