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[Mock Test ] Theory of Structures Mock test – 1 || Civil Engineering Online tests




Welcome to your Theory of Structures Mock test - 1
Take an exciting test in Theory of structures
You have only 20 mins to complete the test (25 Questions)
Wish you all the best!!!
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1.

A body is said to be in equilibrium if

1 out of 25
2.

A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial  load W, the energy stored in the spring, is

2 out of 25
3.

The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due  to flowing liquid, is

3 out of 25
4.

The forces acting normally on the cross section of a bar shown in the given figure introduce

4 out of 25
5.

Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

5 out of 25
6.

The load on a spring per unit deflection, is called

6 out of 25
7.

The yield moment of a cross section is defined as the moment that will just produce the yield stress in

7 out of 25
8.

Slenderness ratio of a long column, is

8 out of 25
9.

A simply supported beam A carries a point load at its mid span. Another identical beam B carries  the same load but uniformly distributed over the entire span. The ratio of the maximum  deflections of the beams A and B, will be

9 out of 25
10.

A cantilever of length is subjected to a bending moment at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

10 out of 25
11.

The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a  bar, is

11 out of 25
12.

If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of  the material, the following relationship holds good

12 out of 25
13.

A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

13 out of 25
14.

Maximum principal stress theory for the failure of a material at elastic point, is known

14 out of 25
15.

PEI/L² is the equation of Euler's crippling load if

15 out of 25
16.

Pick up the correct statement from the following:

16 out of 25
17.

Maximum shear stress theory for the failure of a material at the elastic limit, is known

17 out of 25
18.

In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

18 out of 25
19.

Maximum strain theory for the failure of a material at the elastic limit, is known as

19 out of 25
20.

A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

20 out of 25
21.

The forces acting on the bar as shown in the given figure introduce

21 out of 25
22.

A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

22 out of 25
23.

Gradually applied static loads do not change with time their

23 out of 25
24.

If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

24 out of 25
25.

If Ix and Iy are the moments of inertia of a section about X and Y axes, the polar moment of inertia of the section, is

25 out of 25







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