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The creep strains are
(A) caused due to dead loads only
(B) caused due to live loads only
(C) caused due to cyclic loads only
(D) independent of loads


Question ID - 155820 :-

The creep strains are
(A) caused due to dead loads only
(B) caused due to live loads only
(C) caused due to cyclic loads only
(D) independent of loads

1 Answer
5876 Votes
3537

Answer Key : (A) -

caused due to dead loads only



Next Question :

As per IS 456: 2000 for $\mathrm{M} 20$ grade concrete and plain barsin tension the design bond stress $\tau_{b d}=1.2$ MPa.Further, IS 456: 2000 permits this design bond stress value to be increased by $60 \%$ for HSD bars. The stress in theHSDreinforcing steel barsin tension, $\sigma_{s}=360 \mathrm{MPa}$. Find the required development length, $L_{d},$ for HSD barsin terms of the bar diameter, $\phi$.


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