Design of Reinforced Concrete Structures (IS456 Recommendations) Part 2

As per IS456, for spans upto 10m, span to depth ratio for a simply supported beam shall not be greater than,

Maximum allowable deflection under serviceability condition under temperature, creep and shrinkage for a beam should be

Maximum compressive strain in concrete in axial compression = _______ in Limit state of collapse

Minimum eccentricity to be considered for the design of columns =

For columns under bi-axial bending, maximum interaction ratio should be

Maximum distance between main reinforcement in slabs shall not be greater than ________ as per IS456

Which of the following statements are true, As per IS456 maximum spacing of shrinkage/temperature reinforcement in a slab,

Which of the following statements are true as per IS456, Effective span for the design of beam shall be lesser of

As per IS 456, effective depth of a beam with two layers of reinforcement is the distance between the extreme compression fiber to

Minimum area of reinforcement for a concrete column as per IS 456 =

As per IS456, area of longitudinal reinforcement in a column shall not exceed