Computer · Design of Concrete Structures
Which of the following statements is/are correct according to IS 456:2000 in relation to the limit state of serviceability for the control of deflection of RCC structures? 1. The final deflection due to all loads including the effects of temperature, creep and shrinkage and measured from the as-cast level of the supports of floors, roofs and all other horizontal members should not normally exceed span/150. 2. The deflection including the effects of temperature, creep and shrinkage occurring after the erection of partitions and the application of finishes should not normally exceed span/350 or 20 mm, whichever is les s.
- 1Both statements are incorrect.
- 2Both statements are correct.
- 3Statement 2 is correct, while statement 1 is incorrect.✓
- 4Statement 1 is correct, while statement 2 is incorrect.
Correct answer
Statement 2 is correct, while statement 1 is incorrect.
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