The section in which the area of tensile steel is such that at the ultimate limit state, the ultimate compressive strain in concrete is reached, however the tensile strain in the reinforcing steel is less than the yield strain is known as?

The section in which the area of tensile steel is such that at the ultimate limit state, the ultimate compressive strain in concrete is reached, however the tensile strain in the reinforcing steel is less than the yield strain is known as? Correct Answer Over reinforced section

Over Reinforced Section:

When the stress in concrete reaches its permissible value before steel, then the section is failed with the sudden collapse of the structure. The resulting beam is known as an over-reinforced beam.

In over reinforced section the steels are not yielded fully, so over reinforced section is considered uneconomical.

Failure is also sudden in over reinforced section because concrete is brittle in nature and in over reinforced section concrete fails prior to steel.

The design of over reinforced section is also complicated.

Related Questions

The stress-strain curve for mild steel is shown in the figure given below. Choose the correct option referring to both the figure and table. A point on the graph Description of the point P 1.  Upper yield point Q 2.  Ultimate tensile strength R 3.  Proportional limit S 4.  Elastic limit T 5.  Lower yield point U 6.  Failure