civil engineering MCQs – Page 50

Practise multiple-choice questions from civil engineering for competitive examinations and subject revision. Review each marked answer and report any item that may be outdated or unclear.

civil engineering Mcqs
982. A heavy ladder resting on floor and against a vertical wall may not be in equilibrium, if______________?
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A. the floor is smooth, the wall is rough

B. the floor is rough, the wall is smooth

C. the floor and wall both are smooth surfaces

D. the floor and wall both are rough sur-faces

E. will be in equilibrium under all condi-tions

985. In the truss, the force in the member AC is_______________?
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A. t compressive

B. 8.75 t tensile

C. 6.25 t compressive

D. t tensile

986. According to law of triangle of forces______________?
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A. three forces acting at a point can be represented by a triangle, each side being proportional to force

B. none of the above

C. three forces acting at a point will be in equilibrium

D. if three forces acting upon a patticle are represented in magnitude and direction by the sides of a triangle, taken in order, they will be in equilibrium

E. if three forces acting at a point are in equilibrium, each force is proportional to the sine of the angle between the other two

992. Which of the following is not the unit of pressure ?
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A. ata

B. newton

C. atmosphere

D. kg/cm

E. mm of wcl

997. In the truss shown in given figure, the force in member BD is______________?
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A. 100 t compressive

B. Indeterminate

C. 100 t tensile

D. Zero

998. Pick up the correct statement from the following_______________?
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A. All the above

B. The structural member subjected to compression and whose dimensions are small as

C. compared to its length, is called a stmt

D. Deflection in lateral direction of a long column, is generally known as buckling

E. vertical compression members are generally known as columns or stanchions

999. Pick up the correct statement from the following?
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A. All the above

B. For a uniformly distributed load, B.M. curve is a parabola

C. For a load varying linearly, the shear force curve is a parabola

D. For a uniformly distributed load, the shear force varies linearly