MAHATRANSCO AE Civil Free Mock Test 2025

MAHATRANSCO AE Civil Free Mock Test 2025 – MAHATRANSCO AE Civil Examinations are Schduled Now. Candidates appering for thisexaminations are looking for the expected questions papers. Here on GovExam.in We are providing Free Test Series for the candidates MAHATRANSCO AE Civil Previous Year Papers with Solutions. You can Just Solve the all Examinstions Papers for free. We also keep adding new papers in this sections. So keep visiting us.  MSEB-MAHATRANSCO Assistant Engineer (Civil) Exam Questions Papers will help you to success in your coming examintions. Civil Engineering Papers Of Various Similar Exams With Answers (Government Exams) will helpful for you. 

तुम्ही जर महापारेषणमध्ये सिव्हिल इंजिनियर पदासाठी तयारी करत असाल, तर ही टेस्ट सिरीज तुमच्यासाठी अत्यंत उपयुक्त ठरणार आहे. महापारेषण म्हणजेच महाराष्ट्र स्टेट इलेक्ट्रिसिटी ट्रान्समिशन कंपनी लिमिटेड – एक प्रतिष्ठित शासकीय संस्था. दरवर्षी ती विविध तांत्रिक पदांसाठी भरती प्रक्रिया राबवते. तांत्रिक विषयामध्ये RCC, स्टील स्ट्रक्चर, बिल्डिंग मटेरियल्स, हाईवे इंजिनियरिंग, वॉटर रिसोर्सेस, कंस्ट्रक्शन मॅनेजमेंट या विषयांवर भर दिला जातो. पूर्वीच्या प्रश्नपत्रिका सोडवा, Mock Test द्या, आणि वेळेचं नियोजन ठेवा.

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Category: MahaTransco Civil

 

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MAHATRANSCO AE Civil Mock Test 1

MAHATRANSCO AE Civil Exam Paper For Coming Examinations

1 / 20

1. The device provided to prevent the vehicles from moving beyond the end of rails at terminals is called

A. Triangles

B. Turn-tables

C. Scotch blocks

D. Buffer spots

2 / 20

2. When the length of a tension member is too long

A. A wire rope is used

B. A rod is used

C. A single angle is used

D. A bar is used

3 / 20

3. The floating caissons generally

A. Have greater depth below the ground surface than open caissons

B. Are less expensive then opens caissons

C. Have greater load-carrying capacity than open caissons

D. Have proper quality of construction than open caissons

4 / 20

4. In R.C.C. columns with spiral reinforce meant minimum number of longitude bars in contact with the spiral shall be less than

A. 5

B. 3

C. 6

D. 4

5 / 20

5. The shear reinforce meant in R.C.C. is provided to resist

A. Diagonal compression

B. Horizontal shear

C. Vertical shear

D. Diagonal tension

6 / 20

6. For determination of allowable stress in axial compression, Indian Standard institution has adopted

A. Secant formula

B. Rankine formula

C. Euler's formula

D. Engesser formula

7 / 20

7. Bulking of sands is usually

A. Between 20 to 30%

B. Between 10 to 20%

C. Greater than 30%

D. Less than 10%

8 / 20

8. For R.C.C. member of beam submerged under sea water, the cover should be more than the specified value by

A. 60 mm

B. 20 mm

C. 40 mm

D. 10 mm

9 / 20

9. The stiff portion of a bearing stiffener is taken equal to

A. Depth of the beam

B. 1/2 depth of the beam

C. 11/2 depth of the beam

D. 3/4th depth of the beam

10 / 20

10. The percentage of carbon in structural stel is

A. 1.70 to 1.83

B. 0.7 to 0.83

C. 1.20 to 1.27

D. 0.20 to 0.27

11 / 20

11. A silty soil gives a positive reaction in

A. Toughness test

B. Dilatancy test

C. Dry strength test

D. None of the above

12 / 20

12. A prop which is provided below the level of regular support and which becomes effective after the restricted deflection occurs, is known as

A. Semi rigid prop

B. Elastic prop

C. Sinking prop

D. Rigid prop

13 / 20

13. In a R.C.C. bridge the maximum size of reinforce ment shall not exceed

A. 25 mm

B. 45 mm

C. 60 mm

D. 75 mm

14 / 20

14. The weakest bond in soils is

A. Conic bond

B. Covalent bond

C. Secondary valance bond

D. Hydrogen bond

15 / 20

15. When the percentage of carbon in steel increases, which one of the following decreased

A. Hardness

B. Tensilestrength

C. Ductility

D. brittleness

16 / 20

16. With a percentage increase of carbon in the steel, decrease its

A. Brittleness

B. Strength

C. Hardness

D. Ducitility

17 / 20

17. While designing R.C.C. piles as a column, it is considered as

A. Hinged at both ends

B. Fixed at both ends

C. Fixed at one end and hinged at other end

D. Restrained throughout

18 / 20

18. Poisson's ratio for steel within elastic limit, ranges from

A. 0.33 to 0.35

B. 0.25 to 0.33

C. 0.25 to 0.24

D. 0.15 to 0.20

19 / 20

19. A strut is a structural member subjected to

A. Compression in a direction parallel to its longitudinal axis

B. Compression in a direction prependicular to its longitudinal axis

C. Tension in a direction parallel to its longitudinal axis

D. Tension in a direction prependicular to its longitudinal axis

20 / 20

20. Cohesionless soils are formed due to

A. Oxidation

B. Hydration

C. Chemical decomposition

D. Physical disintergration

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The average score is 27%

 

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MAHATRANSCO Assistant Engineer (Civil Exam Papers 2025 Exam) is a competitive examination conducted to offer government job opportunities to various aspirants for next exam. To clear the exam, the aspirants must be familiar with technical topics, logical reasoning, and general knowledge. Practice tests help candidates improve time management skills and confidence. By doing these mock Tests, the candidates can examine their strengths and weaknesses, work on the weak areas, and rationalize their problem-solving approach. Such preparation enhances the probability of securing a high score and clearing the exam. The MAHATRANSCO AE Test Series Sepcially for civil exams is based on subjects included in the main exam which makes it a must-have tool for all the aspirants.