Theory of Structures Mock test – 3 || Civil Engineering Mock tests




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You have only 15 mins to complete the test (15 Questions)
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1. The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is
2. The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is
3. m1 and m2 are the members of two individual simple trusses of a compound truss. The compound truss will be rigid and determinate if
4. The normal and tangential components of stress on an inclined plane through θ° to the direction of the force, will be equal if θ is
5. Maximum strain theory for the failure of a material at the elastic limit, is known as
6. The locus of the moment of inertia about inclined axes to the principal axis, is
7. Slenderness ratio of a long column, is
8. The load on a spring per unit deflection, is called
9. At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by
10. In a shaft, the shear stress is not directly proportional to
11. In case of principal axes of a section
12. A compound truss may be formed by connecting two simple rigid frames, by
13. A body is said to be in equilibrium if
14. For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is
15. The ratio of maximum and average shear stresses on a rectangular section, is





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