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Bending Moment and Shear Force MCQs – Part 2

15 questions. Tap an option to check it instantly, then read the solution.

Question 16Medium
A cantilever beam of length L carries a couple M at its mid-span. The shear force at quarter span from (i) the free end and (ii) the fixed end is:
Full explanation

Answer: B. (i) Zero, (ii) Zero

A couple has no net vertical force, so the fixed end gives no vertical reaction. Shear is zero at every section.

Question 17Easy
If a cantilever beam of length L is subjected to a couple M₀ at its free end, then:
Full explanation

Answer: C. the beam has a constant bending moment (M₀) throughout

Every section has only the couple M₀ on its free-end side, so the bending moment is M₀ everywhere (pure bending).

Question 18Easy
A 2 m cantilever carries point loads of 300 N, 500 N and 800 N at 0.5 m, 1.2 m and 2 m from the fixed end. The shear force (N) at the fixed end and bending moment (N·m) at the free end are:
Full explanation

Answer: C. 1600, 0

Shear at the fixed end = 300 + 500 + 800 = 1600 N. At the free end no load has a lever arm, so BM = 0.

Question 19Easy
A simply supported beam of span L carries two point loads, each P, at the one-third points of the span. Which statement about the BMD is correct?
Full explanation

Answer: A. Bending moment is constant in the middle one-third part

R_A = R_B = P. Between the loads the shear is P − P = 0, so the BMD is flat at PL/3 over the middle third.

Question 20Medium
A cantilever of length L carries a UDL of intensity w over its middle one-third. The shear force at mid-span and at the fixed end is:
Full explanation

Answer: C. Mid-span = wL/6, fixed end = wL/3

Beyond mid-span lies half the loaded length (L/6): V = wL/6. At the fixed end the whole load w·L/3 acts: V = wL/3.

Question 21Easy
A simply supported beam of length L carries two point loads, each P, at one-third of the span from either end. The bending moment at the left end support is:
Full explanation

Answer: D. Zero

A hinge or roller cannot resist rotation, so the bending moment at a simple end support is zero.

Question 22Easy
A simply supported beam of span 6 m carries an ultimate UDL of 25 kN/m. The plastic moment capacity required for the beam is:
Full explanation

Answer: D. 112.5 kN·m

A SS beam collapses when one plastic hinge forms at mid-span: M_p = w_u L²/8 = 25 × 36/8 = 112.5 kN·m.

Question 23Easy
A cantilever beam of span L carries a clockwise moment M at the free end. The bending moment diagram is:
Full explanation

Answer: D. a rectangle with a constant BM = M

An end couple gives the same moment M at every section: the BMD is a rectangle of height M.

Question 24Easy
A cantilever beam of span L carries a clockwise moment M at the free end. The shear force at any point of the beam is:
Full explanation

Answer: B. Zero

No transverse force acts anywhere, so the sum of vertical forces on either side of any section is zero.

Question 25Easy
For a simply supported beam, if the area under the shear force diagram between two points is a constant C, the difference between the bending moments at these points is:
Full explanation

Answer: B. C

dM/dx = V, so M₂ − M₁ = ∫V dx = area of the SFD between the points = C.

Question 26Hard
A UDL of 10 kN/m and 5 m length moves from the left to the right support of a simply supported beam of span 10 m. The maximum bending moment at 4 m from the left support is:
Full explanation

Answer: C. 90 kN·m

Place the load so the section divides it in the ratio 4 : 6 (2 m left, 3 m right of the section). R_A = 27.5 kN; M = 27.5 × 4 − 10 × 2 × 1 = 90 kN·m. The book key gives (a) 70 kN·m; the commission accepted (c).

Question 27Hard
A beam with a central span L between supports and two equal overhangs L₁ carries a UDL w throughout. The maximum positive bending moment equals the maximum negative bending moment. The ratio L₁/L is:
Full explanation

Answer: B. 1/(2√2)

Hogging at supports = wL₁²/2. Sagging at centre = wL²/8 − wL₁²/2. Equate: wL²/8 = wL₁² ⇒ L₁/L = 1/(2√2).

Question 28Easy
For a cantilever beam of length L subjected to a moment M at its free end, the shape of the shear force diagram is:
Full explanation

Answer: A. No shear force at any part of the beam

No transverse load acts, so there is no shear anywhere: the SFD is a zero line.

Question 29Medium
Pick the correct statement from the following:
Full explanation

Answer: D. All options are correct

All three statements describe the shear centre correctly. (This question was cancelled in the revised key.)

Question 30Easy
Which of the following statements is true? A: A roller is provided at one end of a bridge truss to allow thermal expansion. B: A roller provides freedom of deformation in the horizontal plane in case of thermal expansion.
Full explanation

Answer: C. Both A and B

A roller gives only a reaction normal to its bearing surface and lets the end move horizontally, so temperature changes do not cause stresses. Both statements are true.