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

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

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