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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.
| 3001. |
The hoop stress in a thin cylindrical shell is |
| A. | longitudinal stress |
| B. | compressive stress |
| C. | radial stress |
| D. | circumferential tensile stress |
| Answer» E. | |
| 3002. |
In the below figure, curve D represents mild steel. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 3003. |
Which of the following is a proper sequence? |
| A. | proportional limit, elastic limit, yielding, failure |
| B. | elastic limit, proportional limit, yielding, failure |
| C. | yielding, proportional limit, elastic limit, failure |
| D. | none of the above |
| Answer» B. elastic limit, proportional limit, yielding, failure | |
| 3004. |
When a body is subjected to a direct tensile stress ( x) in one plane accompanied by a simple shear stress ( xy ), the maximum 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» B. <img src="/_files/images/mechanical-engineering/strength-of-materials/90-86-2.png"> | |
| 3005. |
The strain energy stored in a body, when suddenly loaded, is __________ the strain energy stored when same load is applied gradually. |
| A. | equal to |
| B. | one-half |
| C. | twice |
| D. | four times |
| Answer» E. | |
| 3006. |
The proof resilience per unit volume of a material is known as modulus of resilience. |
| A. | True |
| B. | False |
| Answer» B. False | |
| 3007. |
In case of an over-reinforced beam, the depth of actual neutral axis is the same as that of the critical neutral axis. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3008. |
In a watch, the spring is used to store strain energy. This energy is released |
| A. | to stop the watch |
| B. | to run the watch |
| C. | to change the time |
| D. | all of these |
| Answer» C. to change the time | |
| 3009. |
The thickness of a thin cylindrical shell with hemispherical ends is __________ that of spherical ends. |
| A. | equal to |
| B. | more than |
| C. | less than |
| Answer» C. less than | |
| 3010. |
The assumption made in Euler's column theory is that |
| A. | the failure of column occurs due to buckling alone |
| B. | the length of column is very large as compared to its cross-sectional dimensions |
| C. | the column material obeys Hooke's law |
| D. | all of the above |
| Answer» E. | |
| 3011. |
The distance between the centres of rivets in adjacent rows of zig-zag riveted joint, is called back pitch. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3012. |
The bending moment at the ends of a simply supported beam will be zero. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 3013. |
Which of the following is the correct torsion equation? |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/101-202-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-279-1.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-279-2.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/109-279-3.png"> |
| Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/109-279-2.png"> | |
| 3014. |
According to Euler's column theory, the crippling load of a column is given by p = 2 EI/Cl2 In this equation, the value of C for a column with both ends hinged, is |
| A. | 1/4 |
| B. | 1/2 |
| C. | 1 |
| D. | 2 |
| Answer» D. 2 | |
| 3015. |
The extension of a circular bar tapering uniformly from diameter d1 at one end to diameter d2 at the other end, and subjected to an axial pull of P is __________ the extension of a circular bar of diameter d1 d2 subjected to the same load P. |
| A. | equal to |
| B. | less than |
| C. | greater than |
| Answer» B. less than | |
| 3016. |
The ultimate tensile stress for mild steel is __________ the ultimate compressive stress. |
| A. | equal to |
| B. | less than |
| C. | more than |
| Answer» D. | |
| 3017. |
The direct stress induced in a long column is __________ as compared to bending stress. |
| A. | same |
| B. | more |
| C. | less |
| D. | negligible |
| Answer» E. | |
| 3018. |
Hook's law holds good up to |
| A. | yield point |
| B. | elastic limit |
| C. | plastic limit |
| D. | breaking point |
| Answer» C. plastic limit | |
| 3019. |
In a thin cylindrical shell subjected to an internal pressure p, the ratio of longitudinal stress to the hoop stress is |
| A. | 1/2 |
| B. | 3/4 |
| C. | 1 |
| D. | 1.5 |
| Answer» B. 3/4 | |
| 3020. |
The maximum shear stress is __________ the algebraic difference of maximum and minimum normal stresses. |
| A. | equal to |
| B. | one-fourth |
| C. | one-half |
| D. | twice |
| Answer» D. twice | |
| 3021. |
A flitched beam is used to |
| A. | change the shape of the beam |
| B. | effect the saving in material |
| C. | equalise the strength in tension and compression |
| D. | increase the cross-section of the beam |
| Answer» D. increase the cross-section of the beam | |
| 3022. |
A closely-coiled helical spring of stiffness k is cut into (n) equal parts. The stiffness in each part of the spring will be |
| A. | <i>k<span class="root">n</span></i> |
| B. | <i>n<span class="root">k</span></i> |
| C. | <i>nk</i> |
| D. | <i>nk</i> |
| E. | <sup>2</sup> |
| Answer» D. <i>nk</i> | |
| 3023. |
The ratio of the lateral strain to the linear strain is called |
| A. | modulus of elasticity |
| B. | modulus of rigidity |
| C. | bulk modulus |
| D. | Poisson's ratio |
| Answer» E. | |
| 3024. |
A thick pressure vessel is always used for the generation of steam, as it can withstand high pressures. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3025. |
Shear modulus is the ratio of |
| A. | linear stress to linear strain |
| B. | linear stress to lateral strain |
| C. | volumetric strain to linear strain |
| D. | shear stress to shear strain |
| Answer» E. | |
| 3026. |
The assumption made in the theory of the reinforced cement concrete beam is that |
| A. | all the tensile stresses are taken up by the steel reinforcement only |
| B. | there is a sufficient bond between steel and concrete |
| C. | the steel and concrete are stressed within its elastic limit |
| D. | all of the above |
| Answer» E. | |
| 3027. |
When there is a sudden increase or decrease in shear force diagram between any two points, it indicates that there is a |
| A. | point load at the two points |
| B. | no loading between the two points |
| C. | uniformly distributed load between the two points |
| D. | uniformly varying load between the two points |
| Answer» B. no loading between the two points | |
| 3028. |
A leaf spring is supported at the |
| A. | ends and loaded at the centre |
| B. | centre and loaded at the ends |
| C. | ends and loaded anywhere |
| D. | centre and loaded anywhere |
| Answer» C. ends and loaded anywhere | |
| 3029. |
In leaf springs, the maximum bending stress developed in the plates is (where W = Load acting on the spring, l = Span of the spring, n = Number of plates, b = Width of plates, and t = Thickness of plates) |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/112-310-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/112-310-2.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/112-310-3.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/112-310-4.png"> |
| Answer» C. <img src="/_files/images/mechanical-engineering/strength-of-materials/112-310-3.png"> | |
| 3030. |
A closely-coiled helical spring is cut into two halves. The stiffness of the resulting spring will be |
| A. | same |
| B. | double |
| C. | half |
| D. | one-fourth |
| Answer» C. half | |
| 3031. |
The Rankine's formula holds good for |
| A. | short columns |
| B. | long columns |
| C. | both short and long columns |
| D. | weak columns |
| Answer» D. weak columns | |
| 3032. |
In case of an under-reinforced beam, the depth of actual neutral axis is __________ that of the critical neutral axis. |
| A. | same as |
| B. | less than |
| C. | greater than |
| Answer» C. greater than | |
| 3033. |
The maximum shear stress developed in a beam of circular section is __________ the average shear stress. |
| A. | equal to |
| B. | 4/3 times |
| C. | 1.5 times |
| D. | twice |
| Answer» C. 1.5 times | |
| 3034. |
When a body is subjected to a direct tensile stress ( ) in one plane, then maximum normal stress occurs at a section inclined at __________ to the normal of the section. |
| A. | 0 |
| B. | 30 |
| C. | 45 |
| D. | 90 |
| Answer» B. 30 | |
| 3035. |
For no tension condition in the base of a short column of circular section, the line of action of the load should be within a circle of diameter equal to __________ of the main circle. |
| A. | one-half |
| B. | one-third |
| C. | one-fourth |
| D. | one-eighth |
| Answer» D. one-eighth | |
| 3036. |
When a material is loaded within elastic limit, the material will regain its shape and size when the load is removed. |
| A. | Agree |
| B. | Disagree |
| Answer» B. Disagree | |
| 3037. |
The bending stress in abeam is __________ bending moment. |
| A. | equal to |
| B. | less than |
| C. | more than |
| D. | directly proportional to |
| Answer» E. | |
| 3038. |
The tensile strength of ductile materials is __________ its compressive strength. |
| A. | equal to |
| B. | less than |
| C. | greater than |
| Answer» D. | |
| 3039. |
The steel bars in a reinforced cement concrete beam are embedded __________ of the beam. |
| A. | in the centre |
| B. | near the bottom |
| C. | near the top |
| D. | at any position |
| Answer» C. near the top | |
| 3040. |
A rectangular beam subjected to a bending moment is shown in the below figure. The upper layer of the beam will be in tension. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3041. |
The strain energy stored in a body due to shear stress, is (where = Shear stress, C = Shear modulus, and V = Volume of the body) |
| A. | <img src="/_files/images/mechanical-engineering/strength-of-materials/94-126-1.png"> |
| B. | <img src="/_files/images/mechanical-engineering/strength-of-materials/94-126-2.png"> |
| C. | <img src="/_files/images/mechanical-engineering/strength-of-materials/94-126-3.png"> |
| D. | <img src="/_files/images/mechanical-engineering/strength-of-materials/94-126-4.png"> |
| Answer» D. <img src="/_files/images/mechanical-engineering/strength-of-materials/94-126-4.png"> | |
| 3042. |
In case of eccentrically loaded struts __________ is preferred. |
| A. | solid section |
| B. | hollow section |
| C. | composite section |
| D. | reinforced section |
| Answer» D. reinforced section | |
| 3043. |
In a stress-strain diagram as shown in the below figure, the curve A represents |
| A. | mild steel |
| B. | soft brass |
| C. | low carbon steel |
| D. | cold rolled steel |
| Answer» C. low carbon steel | |
| 3044. |
The strength of the shaft is judged by the torque transmitted by the shaft. |
| A. | Yes |
| B. | No |
| Answer» B. No | |
| 3045. |
The shear force at a certain point on a beam changes sign from +ve value to -ve value or vice versa. The bending moment at that point will be zero. |
| A. | True |
| B. | False |
| Answer» C. | |
| 3046. |
In a riveted joint, when the number of rivets decreases from the inner most row to outer most row, the joint is said to be |
| A. | chain riveted |
| B. | zig-zag riveted |
| C. | diamond riveted |
| D. | none of these |
| Answer» D. none of these | |
| 3047. |
In the above question, the normal stress on an oblique section will be maximum, when is equal to |
| A. | 0 |
| B. | 30 |
| C. | 45 |
| D. | 90 |
| Answer» B. 30 | |
| 3048. |
The total strain energy stored in a body is called proof resilience. |
| A. | Agree |
| B. | Disagree |
| Answer» C. | |
| 3049. |
The thermal stress in a bar is __________ proportional to the change in temperature. |
| A. | directly |
| B. | indirectly |
| Answer» B. indirectly | |
| 3050. |
The load at which the column just buckles, is known as |
| A. | buckling load |
| B. | critical load |
| C. | crippling load |
| D. | any one of these |
| Answer» E. | |