Curves and Superelevation MCQs

Welcome to our comprehensive collection of Multiple Choice Questions (MCQs) on Curves and Superelevation, a fundamental topic in the field of Railway Engineering. Whether you're preparing for competitive exams, honing your problem-solving skills, or simply looking to enhance your abilities in this field, our Curves and Superelevation MCQs are designed to help you grasp the core concepts and excel in solving problems.

In this section, you'll find a wide range of Curves and Superelevation mcq questions that explore various aspects of Curves and Superelevation problems. Each MCQ is crafted to challenge your understanding of Curves and Superelevation principles, enabling you to refine your problem-solving techniques. Whether you're a student aiming to ace Railway Engineering tests, a job seeker preparing for interviews, or someone simply interested in sharpening their skills, our Curves and Superelevation MCQs are your pathway to success in mastering this essential Railway Engineering topic.

Note: Each of the following question comes with multiple answer choices. Select the most appropriate option and test your understanding of Curves and Superelevation. You can click on an option to test your knowledge before viewing the solution for a MCQ. Happy learning!

So, are you ready to put your Curves and Superelevation knowledge to the test? Let's get started with our carefully curated MCQs!

Curves and Superelevation MCQs | Page 4 of 5

Discover more Topics under Railway Engineering

Q31.
Which of the following clearances will not be taken into consideration for adjacent and curved Tracks?
Discuss
Answer: (b).Lean
Q32.
What is formed when 2 different gradients meet?
Discuss
Answer: (c).Summit or Sag
Discuss
Answer: (d).Algebraic difference of gradients
Q34.
What should be the maximum rate of change of gradient in case of Summit curve?
Discuss
Answer: (a).0.1%
Q35.
Which of the following is the correct formula for finding the length of vertical curve for achieving maximum permissible speed?
Discuss
Answer: (a).L = a/r x 30.5 m
Q36.
Which of the following is not a major reason for the distortion of alignment of curve?
Discuss
Answer: (d).Traffic from both sides
Discuss
Answer: (c).Cumulative percentage of versines is less than 80
Q38.
What should be the maximum station to station variation of versine on curves where speed in excess of 100 kmph are permitted?
Discuss
Answer: (a).15 mm
Q39.
Which is the formula for railexcess length which the inner rail gains over outer?
Discuss
Answer: (b).2ฯ€G
Discuss
Answer: (b).Parallel to inner rail
Page 4 of 5