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This section includes 4791 Mcqs, each offering curated multiple-choice questions to sharpen your Engineering knowledge and support exam preparation. Choose a topic below to get started.
| 3151. |
In the below figure, the point B represents upper yield point. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 3152. |
When a bar is subjected to a change of temperature and its deformation is prevented, the stress induced in the bar is |
| A. | tensile stress |
| B. | compressive stress |
| C. | shear stress |
| D. | thermal stress |
| Answer» E. | |
| 3153. |
The Young's modulus of a material is 125 GPa and Poissons ratio is 0.25. The modulus of rigidity of me material is |
| A. | 30 GPa |
| B. | 50 GPa |
| C. | 80 GPa |
| D. | 100 GPa |
| Answer» C. 80 GPa | |
| 3154. |
The layer at the centre of gravity of the beam as shown in the below figure, will be |
| A. | in tension |
| B. | in compression |
| C. | neither in tension nor in compression |
| Answer» D. | |
| 3155. |
A simply supported beam 'A' of length l, breadth b and depth d carries a central point load W. Another bream 'B' has the same length and breadth but its depth is doubled. The deflection of beam 'B' will be double as compared to beam 'A'. |
| A. | Correct |
| B. | Incorrect |
| Answer» C. | |
| 3156. |
The torsional rigidity of a shaft is expressed by the torque required to produce a twist of one radian per unit length of a shaft. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 3157. |
When a body is subjected to a direct tensile stress ( x) in one plane accompanied by a simple shear stress ( xy ), the minimum normal stress is |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-2.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-3.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-4.png"> |
| Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-3.png"> | |
| 3158. |
The stress developed in the material without any permanent set is called |
| A. | elastic limit |
| B. | yield stress |
| C. | ultimate stress |
| D. | breaking stress |
| Answer» B. yield stress | |
| 3159. |
In the below figure, curve C represents soft brass. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3160. |
When a change in length takes place, the strain is known as |
| A. | linear strain |
| B. | lateral strain |
| C. | volumetric strain |
| D. | shear strain |
| Answer» B. lateral strain | |
| 3161. |
A beam which is fixed at one end and free at the other is called |
| A. | simply supported beam |
| B. | fixed beam |
| C. | overhanging beam |
| D. | cantilever beam |
| Answer» E. | |
| 3162. |
When a body is subjected to three mutually perpendicular stresses, of equal intensity, the ratio of direct stress to the corresponding volumetric strain is known as |
| A. | Young's modulus |
| B. | modulus of rigidity |
| C. | bulk modulus |
| D. | Poisson's ratio |
| Answer» D. Poisson's ratio | |
| 3163. |
The factor of safety is always more than unity. |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 3164. |
Mohr's circle is used to determine the stresses on an oblique section of a body subjected to |
| A. | direct tensile stress in one plane accompanied by a shear stress |
| B. | direct tensile stress in two mutually perpendicular directions |
| C. | direct tensile stress in two mutually perpendicular directions accompanied by a simple shear stress |
| D. | all of the above |
| Answer» E. | |
| 3165. |
The proof resilience is the maximum strain energy which can be stored in a body. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 3166. |
The state of stress at a point in a loaded member is shown in the below figure. The magnitude of maximum shear stress is |
| A. | 10 MPa |
| B. | 30 MPa |
| C. | 50 MPa |
| D. | 100 MPa |
| Answer» D. 100 MPa | |
| 3167. |
When a body is subjected to two equal and opposite forces, acting tangentially across the resisting section, as a result of which the body tends to shear off across the section, the stress and strain induced is |
| A. | tensile stress, tensile strain |
| B. | compressive stress, compressive strain |
| C. | shear stress, tensile strain |
| D. | shear stress, shear strain |
| Answer» E. | |
| 3168. |
A localised compressive stress at the area of contact between two members is known as |
| A. | tensile stress |
| B. | bending stress |
| C. | crushing stress |
| D. | shear stress |
| Answer» D. shear stress | |
| 3169. |
Two closely-coiled helical springs 'A' and 'B' are equal in all respects but the number of turns of spring 'A' is double that of spring 'B'. The stiffness of spring 'A' will be __________ that of spring 'B'. |
| A. | one-sixteenth |
| B. | one-eighth |
| C. | one-fourth |
| D. | one-half |
| Answer» E. | |
| 3170. |
The stiffness of a closely-coiled helical spring is __________ proportional to number of turns. |
| A. | directly |
| B. | inversely |
| Answer» C. | |
| 3171. |
The equivalent length, of a given column with given end conditions, is the length of an equivalent column of the same material and cross-section with hinged ends, and having the value of crippling load equal to that of the given column. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 3172. |
A body is subjected to a direct tensile stress ( ) in one plane. The shear stress is maximum at a section inclined at __________ to the normal of the section. |
| A. | 45 and 90 |
| B. | 45 and 135 |
| C. | 60 and 150 |
| D. | 30 and 135 |
| Answer» C. 60 and 150 | |
| 3173. |
The bending moment on a section is maximum where shear force is |
| A. | minimum |
| B. | maximum |
| C. | changing sign |
| D. | zero |
| Answer» D. zero | |
| 3174. |
A body is subjected to a tensile stress of 1200 MPa on one plane and another tensile stress of 600 MPa on a plane at right angles to the former. It is also subjected to a shear stress of 400 MPa on the same planes. The maximum shear stress will be |
| A. | 400 MPa |
| B. | 500 MPa |
| C. | 900 MPa |
| D. | 1400 MPa |
| Answer» C. 900 MPa | |
| 3175. |
The shear stress at the centre of a circular shaft under torsion is |
| A. | zero |
| B. | minimum |
| C. | maximum |
| D. | infinity |
| Answer» B. minimum | |
| 3176. |
At the neutral axis of a beam, the shear stress is |
| A. | zero |
| B. | minimum |
| C. | maximum |
| D. | infinity |
| Answer» D. infinity | |
| 3177. |
The maximum deflection of a cantilever beam of length l with a uniformly distributed load of w per unit length is (where W = wl) |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-2.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-3.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-4.png"> |
| Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/105-251-3.png"> | |
| 3178. |
The slenderness ratio is the ratio of |
| A. | area of column to least radius of gyration |
| B. | length of column to least radius of gyration |
| C. | least radius of gyration to area of column |
| D. | least radius of gyration to length of column |
| Answer» C. least radius of gyration to area of column | |
| 3179. |
When two shafts of same length, one of which is hollow, transmit equal torques and have equal maximum stress, then they should have equal |
| A. | polar moment of inertia |
| B. | polar modulus |
| C. | diameter |
| D. | angle of twist |
| Answer» C. diameter | |
| 3180. |
According to Euler's column theory, the crippling load for a column of length (l) fixed at both ends is __________ the crippling load for a similar column hinged at both ends. |
| A. | equal to |
| B. | two times |
| C. | four times |
| D. | eight times |
| Answer» D. eight times | |
| 3181. |
In a cantilever beam of length l subjected to a uniformly distributed load of w per unit length, the maximum deflection lies at the fixed end. |
| A. | Yes |
| B. | No |
| Answer» C. | |
| 3182. |
A lap joint is always in __________ shear. |
| A. | single |
| B. | double |
| Answer» B. double | |
| 3183. |
The efficiency of a riveted joint is the ratio of the strength of the joint to the strength of the solid plate. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 3184. |
The elongation of a conical bar under its own weight is __________ that of prismatic bar of the same length. |
| A. | equal to |
| B. | half |
| C. | one-third |
| D. | two-third |
| Answer» D. two-third | |
| 3185. |
According to Euler's column theory, the crippling load for a column of length (l) with one end fixed and the other end free is __________ the crippling load for a similar column hinged at both the ends. |
| A. | equal to |
| B. | less than |
| C. | more than |
| Answer» C. more than | |
| 3186. |
The shear force diagram for a simply supported beam carrying a uniformly distributed load of w per unit length, consists of |
| A. | one right angled triangle |
| B. | two right angled triangles |
| C. | one equilateral triangle |
| D. | two equilateral triangles |
| Answer» C. one equilateral triangle | |
| 3187. |
When a cantilever beam is loaded at its free end, the maximum compressive stress shall develop at |
| A. | bottom fibre |
| B. | top fibre |
| C. | neutral axis |
| D. | centre of gravity |
| Answer» B. top fibre | |
| 3188. |
The maximum shear stress of a beam of triangular section occurs above the neutral axis, |
| A. | Correct |
| B. | Incorrect |
| Answer» B. Incorrect | |
| 3189. |
The Poisson's ratio for cast iron varies from |
| A. | 0.33 to 0.37 |
| B. | 0.21 to 0.26 |
| C. | 0.31 to 0.34 |
| D. | 0.32 to 0.42 |
| Answer» C. 0.31 to 0.34 | |
| 3190. |
The strain energy stored in a spring, when subjected to maximum load, without suffering permanent distortion, is known as |
| A. | impact energy |
| B. | proof resilience |
| C. | proof stress |
| D. | modulus of resilience |
| Answer» C. proof stress | |
| 3191. |
The Rankine's theory for active earth pressure is based on the assumption that |
| A. | the retained material is homogeneous and cohesionless |
| B. | the frictional resistance between the retaining wall and the retained material is neglected |
| C. | the failure of the retained material takes place along a plane called rupture plane |
| D. | all of the above |
| Answer» E. | |
| 3192. |
An overhanging beam must overhang on both sides. |
| A. | Correct |
| B. | Incorrect |
| Answer» C. | |
| 3193. |
The resultant stress on an inclined plane which is inclined at an angle to the normal cross-section of a body which is subjected to a direct tensile stress ( ) in one plane, is |
| A. | sin |
| B. | cos |
| C. | sin 2 |
| D. | cos 2 |
| Answer» C. sin 2 | |
| 3194. |
Two shafts 'A' and 'B' are made of same material. The shaft 'A' is solid and has diameter D. The shaft 'B' is hollow with outer diameter D and inner diameter D/2. The strength of hollow shaft in torsion is __________ as that of solid shaft. |
| A. | 1/16 |
| B. | 1/8 |
| C. | 1/4 |
| D. | 15/16 |
| Answer» E. | |
| 3195. |
The extremeties of any diameter on Mohr's circle represent |
| A. | principal stresses |
| B. | normal stresses on planes at 45 |
| C. | shear stresses on planes at 45 |
| D. | normal and shear stresses on a plane |
| Answer» C. shear stresses on planes at 45 | |
| 3196. |
For a 25 mm hole drilled in plates, the diameter of rivet shank should be |
| A. | 23mm |
| B. | 24.5mm |
| C. | 25mm |
| D. | 26mm |
| Answer» B. 24.5mm | |
| 3197. |
When a thin cylindrical shell is subjected to an internal pressure, there will be |
| A. | a decrease in diameter and length of the shell |
| B. | an increase in diameter and decrease in length of the shell |
| C. | a decrease in diameter and increase in length of the shell |
| D. | an increase in diameter and length of the shell |
| Answer» E. | |
| 3198. |
The shear force diagram fora cantilever beam of length l and carrying a gradually varying load from zero at free end and w per unit length at the fixed end is a |
| A. | horizontal straight line |
| B. | vertical straight line |
| C. | inclined line |
| D. | parabolic curve |
| Answer» E. | |
| 3199. |
The polar moment of inertia of a hollow shaft of outer diameter (D) and inner diameter (d) is |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-2.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-3.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-4.png"> |
| Answer» D. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-278-4.png"> | |
| 3200. |
In the below figure, the stress corresponding to point D is |
| A. | yield point stress |
| B. | breaking stress |
| C. | ultimate stress |
| D. | elastic limit |
| Answer» D. elastic limit | |