Kerala Public Service Commission (Kerala PSC)

13 Mar 2026 – QP 2

100 questions 3 hours13 Mar 2026

Topics Covered

Infrastructure Planning (3)Fundamentals of Urban and Regional Planning (1)Planning Theory (1)

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5 questions

The maximum twisting moment a shaft can resist is the product of the permissible shear stress and

A.Moment of inertia

B.Polar moment of inertia

C.Polar modulus

D.Modulus of rigidity

Fundamentals of Urban and Regional Planning

A beam of length L is pinned at both ends and is subjected to a concentrated bending couple of moment M at its centre. The maximum bending moment in the beam is:

A.ML/2

B.M

C.M/3

D.M/3

Infrastructure Planning

In plastic analysis, the shape factor for a triangular section is:

A.1.5

B.1.34

C.2.34

D.2.5

Planning Theory

A single rolling load of 8 kN rolls along a girder of 15 m span. The absolute maximum bending moment will be:

A.8 kN-m

B.15 kN-m

C.30 kN-m

D.60 kN-m

Infrastructure Planning

A rectangular beam 250 mm wide, 310 mm effective depth has 3 bars of 12 mm diameter HYSD grade Fe 415 steel bars. Concrete grade is M20. The ultimate moment of resistance of the beam is:

A.35 kN-m

B.40 kN-m

C.45 kN-m

D.55 kN-m

Infrastructure Planning

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