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The moment of resistance of a rectangular section depends upon
1. ultimate strain in concrete
2. area of high tensile tendons
3. tensile strength in concrete
4. compressive stress in concrete

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Correct Answer - Option 2 : area of high tensile tendons

Concept:

Moment of resistance:

  • It is defined as the algebraic sum of moments of internal forces about the neutral axis of the section.
  • For the safety of the structure/section, the externally applied moment should be less than or equal to the moment of resistance of the section.

We know,

For prestressed concrete:

As per IS 1343:2012, cl. D.1.

Moment of resistance of rectangular section is given by -

\(M_u = f_{pb} A_{ps}(d-0.42x_u)\)  

Here,

fpb - tensile stress in the tendon at failure

Aps- the area of pre tensioning tendons in the tension zone

d - effective depth to the centroid of the steel area

xu - neutral axis depth.

Explanation:

Moment of resistance of rectangular section is given by -

\(M_u = f_{pb} A_{ps}(d-0.42x_u)\)   

The moment of resistance of the section depends upon -

  • Area of tensile reinforcement
  • Tensile stress in the tendon at failure
  • Depth of the section

For reinforced concrete:

As per IS 456:2000, cl. G.1.1.

For singly reinforced concrete section,

Limiting moment of resistance of the rectangular section is given by -

In terms of concrete compressive strength (i.e. fck)

\(M_u = 0.36f_{ck}bx_u(d-0.416x_u)\)

In terms of steel tensile stress (i.e. fy)

\(M_u=0.87f_yA_{st}(d-0.416x_u)\)

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