As per IS 456: 2000, using working stress method, the modular ratio of M25 grade of concrete for permissible compressive strength due to bending in concrete σcbc = 8.5 MPa is

QuestionsCategory: Civil EngineeringAs per IS 456: 2000, using working stress method, the modular ratio of M25 grade of concrete for permissible compressive strength due to bending in concrete σcbc = 8.5 MPa is
VideRime Staff asked 3 years ago

As per IS 456: 2000, using working stress method, the modular ratio of M25 grade of concrete for permissible compressive strength due to bending in concrete σcbc = 8.5 MPa is

a) 15.63

b) 14.939

c) 12.04

d) 10.98  (Ans)