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