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This section includes 719 Mcqs, each offering curated multiple-choice questions to sharpen your Civil Engineering knowledge and support exam preparation. Choose a topic below to get started.
401. |
A load which is spread over a beam in such a manner that it varies uniformly over the whole length of abeam is called uniformly __________ load. |
A. | distributed |
B. | varying |
Answer» C. | |
402. |
A uniformly distributed load may be assumed to behave like a point load at the centre of gravity of the load for all sorts of calculations. |
A. | Correct |
B. | Incorrect |
Answer» B. Incorrect | |
403. |
A load which acts at a point on a beam is not called uniformly distributed load. |
A. | Agree |
B. | Disagree |
Answer» B. Disagree | |
404. |
A continuous beam is one which is |
A. | fixed at both ends |
B. | fixed at one end and free at the other end |
C. | supported on more than two supports |
D. | extending beyond the supports |
Answer» D. extending beyond the supports | |
405. |
An overhanging beam must overhang on both sides. |
A. | Correct |
B. | Incorrect |
Answer» C. | |
406. |
A fixed beam is one which is fixed at __________ of its ends. |
A. | one |
B. | both |
Answer» C. | |
407. |
A simply supported beam is one which is supported on more than two supports. |
A. | True |
B. | False |
Answer» C. | |
408. |
A cantilever beam is one which is |
A. | fixed at both ends |
B. | fixed at one end and free at the other end |
C. | supported at its ends |
D. | supported on more than two supports |
Answer» C. supported at its ends | |
409. |
A beam encastered at both the ends is called |
A. | simply supported beam |
B. | fixed beam |
C. | cantilever beam |
D. | continuous beam |
Answer» C. cantilever beam | |
410. |
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. | |
411. |
The strain energy stored in a body due to shear stress, is (where τ = Shear stress, C = Shear modulus, and V = Volume of the body) |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» D. [D]. | |
412. |
The capacity of a strained body for doing work on the removal of the straining force, is called |
A. | strain energy |
B. | resilience |
C. | proof resilience |
D. | impact energy |
Answer» C. proof resilience | |
413. |
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 | |
414. |
The strain energy stored in a body, when the load is gradually applied, is (where σ = Stress in the material of the body, V = Volume of the body, and E = Modulus of elasticity of the material) |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» E. | |
415. |
Modulus of resilience is the proof resilience per unit volume of a material. |
A. | Correct |
B. | Incorrect |
Answer» B. Incorrect | |
416. |
The total strain energy stored in a body is called proof resilience. |
A. | Agree |
B. | Disagree |
Answer» C. | |
417. |
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. | |
418. |
The proof resilience per unit volume of a material is known as modulus of resilience. |
A. | True |
B. | False |
Answer» B. False | |
419. |
The proof resilience is the maximum strain energy which can be stored in a body. |
A. | Yes |
B. | No |
Answer» B. No | |
420. |
The total strain energy stored in a body is termed as |
A. | resilience |
B. | proofresilience |
C. | impact energy |
D. | modulus of resilience |
Answer» B. proofresilience | |
421. |
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° | |
422. |
The maximum shear stress is equal to the radius of Mohr's circle. |
A. | Correct |
B. | Incorrect |
Answer» B. Incorrect | |
423. |
In Mohr's circle, the centre of circle from Y-axis is taken as |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» C. [C]. | |
424. |
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. | |
425. |
When a body is subjected to direct tensile stresses (σx and σy ) in two mutually perpendicular directions, accompanied by a simple shear stress τxy , then in Mohr's circle method, the circle radius is taken as |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» D. [D]. | |
426. |
The maximum shear stress, in the given figure, is equal to __________ of the Mohr's circle. |
A. | radius |
B. | diameter |
C. | circumference |
D. | area |
Answer» B. diameter | |
427. |
The radius of the Mohr 's circle in the given figure is equal to |
A. | sum of two principal stresses |
B. | difference of two principal stresses |
C. | half the sum of two principal stresses |
D. | half the difference of two principal stresses |
Answer» E. | |
428. |
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 | |
429. |
The given figure shows the Mohr's circle of stress for two unequal and like principal stresses (σx and σy) acting at a body across two mutually perpendicular planes. The tangential stress is given by |
A. | OC |
B. | OP |
C. | OQ |
D. | PQ |
Answer» E. | |
430. |
The given figure shows the Mohr's circle of stress for two unequal and like principal stresses (σx and σy) acting at a body across two mutually perpendicular planes. The resultant stress is given by |
A. | OC |
B. | OP |
C. | OQ |
D. | PQ |
Answer» C. OQ | |
431. |
The given figure shows the Mohr's circle of stress for two unequal and like principal stresses (σx and σy) acting at a body across two mutually perpendicular planes. The normal stress on an oblique section making an angle θ with the minor principle plane is given by |
A. | OC |
B. | OP |
C. | OQ |
D. | PQ |
Answer» D. PQ | |
432. |
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 | |
433. |
A body is subjected to two normal stresses 20 kN/m2 (tensile) and 10 kN/m2 (compressive) acting perpendicular to each other. The maximum shear stress is |
A. | 5 kN/m2 |
B. | 10 kN/m2 |
C. | 15 kN/m2 |
D. | 20 kN/m2 |
Answer» D. 20 kN/m2 | |
434. |
For biaxial stress, the planes of maximum shear are at right angles to each other and are inclined at 45° to the principal planes. |
A. | True |
B. | False |
Answer» B. False | |
435. |
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 | |
436. |
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 minimum normal stress will be |
A. | 400 MPa |
B. | 500 MPa |
C. | 900 MPa |
D. | 1400 MPa |
Answer» B. 500 MPa | |
437. |
When a body is subjected to bi-axial stress i.e. direct stresses (σx) and (σy) in two mutually perpendicular planes accompanied by a simple shear stress (τxy), then minimum normal stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» C. [C]. | |
438. |
When a body is subjected to bi-axial stress i.e. direct stresses (σx) and (σy) in two mutually perpendicular planes accompanied by a simple shear stress (τxy), then maximum shear stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» B. [B]. | |
439. |
When a body is subjected to bi-axial stress i.e. direct stresses (σx) and (σy) in two mutually perpendicular planes accompanied by a simple shear stress (τxy), then maximum normal stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» B. [B]. | |
440. |
A body is subjected to a direct tensile stress of 300 MPa in one plane accompanied by a simple shear stress of 200 MPa. The minimum normal stress will be |
A. | -100 MPa |
B. | 250 MPa |
C. | 300 MPa |
D. | 400 MPa |
Answer» B. 250 MPa | |
441. |
A body is subjected to a direct tensile stress of 300 MPa in one plane accompanied by a simple shear stress of 200 MPa. The maximum shear stress will be |
A. | -100 MPa |
B. | 250 MPa |
C. | 300 MPa |
D. | 400 MPa |
Answer» C. 300 MPa | |
442. |
A body is subjected to a direct tensile stress of 300 MPa in one plane accompanied by a simple shear stress of 200 MPa. The maximum normal stress will be |
A. | -100 MPa |
B. | 250 MPa |
C. | 300 MPa |
D. | 400 MPa |
Answer» E. | |
443. |
When a body is subjected to a direct tensile stress (σx) in one plane accompanied by a simple shear stress (τxy), the maximum shear stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» E. | |
444. |
When a body is subjected to a direct tensile stress (σx) in one plane accompanied by a simple shear stress (τxy ), the minimum normal stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» C. [C]. | |
445. |
When a body is subjected to a direct tensile stress (σx) in one plane accompanied by a simple shear stress (τxy ), the maximum normal stress is |
A. | [A]. |
B. | [B]. |
C. | [C]. |
D. | [D]. |
Answer» B. [B]. | |
446. |
Principle plane is a plane on which the shear stress is |
A. | zero |
B. | minimum |
C. | maximum |
Answer» B. minimum | |
447. |
When a body is subjected to a direct tensile stress (σ) in one plane, the maximum shear stress is __________ the maximum normal stress. |
A. | equal to |
B. | one-half |
C. | two-third |
D. | twice |
Answer» C. two-third | |
448. |
A body is subjected to a direct tensile stress (σ) 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° | |
449. |
When a body is subjected to a direct tensile stress (σ), the maximum normal stress is equal to the direct tensile stress. |
A. | Agree |
B. | Disagree |
Answer» B. Disagree | |
450. |
The resultant stress on an inclined plane which is inclined at an angle θ to the normal cross-section of a body which is subjected to a direct tensile stress (σ) in one plane, is |
A. | σ sin θ |
B. | σ cos θ |
C. | σ sin 2θ |
D. | σ cos 2θ |
Answer» C. σ sin 2θ | |