Computer · Limit State of Serviceability
According to IS 456:2000, when is it generally NOT necessary to explicitly calculate or check the deflection of a reinforced concrete flexural member?
- 1When the beam is simply supported and spans less than 5 meters.
- 2When the span-to-effective depth ratio satisfies the permissible limits specified in the code.✓
- 3When the member is classified as a short column.
- 4When the imposed live load on the member is less than 5 kN/m2.
Correct answer
When the span-to-effective depth ratio satisfies the permissible limits specified in the code.
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