Physics · Design of Concrete Structures
As per IS 456 (2000), when is it generally NOT necessary to perform explicit calculations to check deflection in a reinforced concrete flexural member?
- 1When the beam is simply supported
- 2When the span-to-effective depth ratio is within the specified permissible limits✓
- 3When the member is classified as a short column
- 4When the live load is less than 5 kN/m2
Correct answer
When the span-to-effective depth ratio is within the specified permissible limits
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