Strength of Material (General Engineering) (SSC JE)

Total Questions: 50

1. The effective length of prismatic compression member shown in the given figure is________. [JSSC JE (GEN. ENGG.) 04.11.2022 ]


*L is the unsupported length of the compression
member.

Correct Answer: (c) 1.0 L
Solution:

2. Euler's crippling load for column of one end fixed and other end free condition is_______. [JSSC JE (GEN. ENGG.) 04.11.2022 ]

Correct Answer: (b)
Solution:


3. Identify Point A in the given figure for stress strain curves for concrete. [JSSC JE (GEN. ENGG.)-23.10.2022 ]

Correct Answer: (c) Higher strength (more brittle)
Solution:

In this figure point A is identify higher strength is more brittle concrete is stress-strain curves for concrete. This is a graphical representation of concrete behaviour under load. If strength will be high ductility will be low.

4. The shearing force (S.F.) at the section is defined as : [JSSC JE (GEN. ENGG.)-23.10.2022 ]

Correct Answer: (a) the algebraic sum of the forces taken on one side of the section
Solution:

Shear force–At any section in a beam carrying transverse loads the shearing force is defined as the algebraic sum of the forces taken on either side of the section.

Bending moment–The bending moment at any section is the algebraic sum of the moments of the forces about the section, again taken on either side.

5. A steel rod 5 m long and of 40 mm diameter is used as a column, with on end fixed and the other free. Determine the crippling load by Euler's formula. Take E as 200 × 10³ N/mm² [JSSC JE (GEN. ENGG.)-23.10.2022 ]

Correct Answer: (a) 2.48 kN
Solution:

6. The shape of B.M. of a cantilever for uniformly distributed load will be [JPSC AE (GEN. ENGG)-2013 ]

Correct Answer: (b) parabolic
Solution:


• Shape of the shear force diagram is a linear and shape of the bending moment diagram is a parabolic.
Note–
• The bending moment is maximum where shear force diagram changes sign from positive to negative or vice versa in other words the bending moment is maximum at a point where shear force is zero.

7. According to Euler's formula, the buckling load ρ for a column of length ℓ with both ends hinged and having I = least moment of inertia of the section of the column, and E = modulus of the elasticity of the material of the column, is [JPSC AE (GEN. ENGG)-2013 ]

Correct Answer: (c)
Solution:

8. Maximum shear stress in a Mohr's circle is [JPSC AE (GEN. ENGG)-2013 ]

Correct Answer: (a) equal to radius of Mohr's circle
Solution:

Mohr's circle is the locus of points representing magnitude of normal and shear stress at various plane in a given stress element.

• Radius of mohr circle represent the value of maximum shear stress.
• Normal stress on the plane of maximum shear stress is represented by coordinate of center of mohr circle.
• Mohr circle reduce to a point in case of hydrostatic loading and zero shear. In case of pure shear, center will fall at origin.

9. The deformation of a bar under its own weight compared to the deformation of same body subjected to a direct load equal to weight of the body is [JPSC AE (GEN. ENGG)-2013 ]

Correct Answer: (c) half
Solution:Consider a small strip 'dx' at distance 'x' as shown in figure. We will find the change in length for 'dx' and then integrate for the entire length.

10. Two solid shafts are made of same material and have their diameters D and D/2. The ratio of the strength of bigger shaft to smaller one in torsion is [JPSC AE (GEN. ENGG)-2013 ]

Correct Answer: (c) 8
Solution: