Top 1000+ Solved Strength of Materials MCQ Questions Answer

From 811 to 825 of 864

Q. The sum of normal stresses is

a. constant

b. variable

c. dependent on the planes

d. none of the above

  • a. constant

Q. Shear stress on principal planes is

a. zero

b. maximum

c. minimum

d. none of the above

  • a. zero

Q. The state of pure shear stress is produced by

a. tension in one direction and equal compression in perpendicular direction

b. equal tension in two directions at right angles

c. equal compression in two directions at right angles

d. none of the above

  • a. tension in one direction and equal compression in perpendicular direction

Q. According to Rankine's hypothesis, the criterion of failure of a brittle material is

a. maximum principal stress

b. maximum shear stress

c. maximum strain energy

d. maximum shear strain energy

  • a. maximum principal stress

Q. Maximum bending moment in a beam occurs where

a. deflection is zero

b. shear force is maximum

c. shear force is minimum

d. shear force changes sign

  • d. shear force changes sign

Q. Rate of change of bending moment is equal to

a. shear force

b. deflection

c. slope

d. rate of loading

  • d. rate of loading

Q. The diagram showing the variation of axial load along the span is called

a. shear force diagram

b. bending moment diagram

c. thrust diagram

d. influence line diagram

  • a. shear force diagram

Q. The difference in ordinate of the shear curve between any two sections is equal to the area under

a. load curve between these two sections

b. shear curve between these two sections

c. bending moment curve between these two sections

d. load curve between these two sections plus concentrated loads applied between the sections

  • d. load curve between these two sections plus concentrated loads applied between the sections

Q. The maximum bending moment due to a moving load on a fixed ended beam occurs

a. at a support

b. always at the midspan

c. under the load only

d. none of the above

  • a. at a support

Q. A cantilever beam AB of length 1 carries a concentrated load W at its midspan C. If the freeend B is supported on a rigid prop, then there is a point of contraflexure

a. between A and C

b. between C and B

c. one between A and C and other between C and B

d. nowhere in the beam

  • a. between A and C
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