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Strength of Materials Mock test – 4 || Civil Engineering Mock tests




Welcome to your Strength of Materials Mock test - 4
Take an exciting test in Strength of Materials
You have only 20 mins to complete the test (26 Questions)
Wish you all the best!!!
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1. The point of contraflexture occurs in
2. A joint of a frame is subjected to three tensile force P, Q and R equally inclined to each other. If P is 10 tonnes, the other forces will be
3. When a rectangular beam is loaded longitudinally, shear develops on
4. A steel rod of 2 cm diameter and 5 metres long is subjected to an axial pull of 3000 kg. If E = 2.1 x 106, the elongation of the rod will be
5. A member which is subjected to reversible tensile or compressive stress may fail at a stress lower than the ultimate stress of the material. This property of metal, is called
6. In a shaft rotated by a couple, the shear force varies
7. The tension coefficient of any member is
8. The maximum stress intensity due to a suddenly applied load is x-times the stress intensity produced by the load of the same magnitude applied gradually. The value of x is
9. Along the neutral axis of a simply supported beam
10. If the stress in each cross-section of a pillar is equal to its working stress, it is called
11. The shape of the bending moment diagram over the length of a beam, carrying a uniformly increasing load, is always
12. Along the principal plan subjected to maximum principal stress
13. During a tensile test on a ductile material
14. In a shaft shear stress intensity at a point is not
15. Rankine-Golden formula accounts for direct as well as buckling stress and is applicable to
16. In a square beam loaded longitudinally, shear develops
17. The moment diagram for a cantilever carrying a concentrated load at its free end, will be
18. In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if
19. The stress at which extension of a material takes place more quickly as compared to the increase in load, is called
20. In a three hinged arch, the bending moment will be zero
21. If the width b and depth d of a beam simply supported with a central load are interchanged, the deflection at the centre of the beam will be changed in the ratio of
22. The ratio of the tensile stress developed in the wall of a boiler in the circumferential direction to the tensile stress in the axial direction, is
23. A diagram which shows the variations of the axial load for all sections of the span of a beam, is called
24. The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as
25. At either end of a plane frame, maximum number of possible bending moments, are
26. A member which does not regain its original shape after removed of load producing deformation is said







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