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

Questions › Category: Civil Engineering › 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

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VideRime Staff asked 4 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 σ_cbc = 8.5 MPa is

a) 15.63

b) 14.939

c) 12.04

d) 10.98 (Ans)