• HOME
  • QUIZ
  • CONTACT US
EXAMIANS
  • COMPUTER
  • CURRENT AFFAIRS
  • ENGINEERING
    • Chemical Engineering
    • Civil Engineering
    • Computer Engineering
    • Electrical Engineering
    • Mechanical Engineering
  • ENGLISH GRAMMAR
  • GK
  • GUJARATI MCQ

Railway Engineering

Railway Engineering
The desirable rate of change of cant deficiency in case of Metre Gauge is

65 mm/sec
55 mm/sec
20 mm/sec
35 mm/sec

ANSWER DOWNLOAD EXAMIANS APP

Railway Engineering
A treadle bar is used for

setting points and crossings
setting marshalling yard signals
interlocking points and signal
track maintenance

ANSWER DOWNLOAD EXAMIANS APP

Railway Engineering
For a 8° curve track diverging from a main curve of 5° in an opposite direction in the layout of a broad gauge yard, the cant to be provided for the branch track for maximum speed of 45 km/h on the main line and ‘G’ = 1.676 m is (Permitted cant deficiency for the main line = 7.6 cm)

0.168 cm
7.432 cm
7.768 cm
-0.168 cm

ANSWER DOWNLOAD EXAMIANS APP

Railway Engineering
Tensile strength of steel used in rails should not be less than

850 MPa
500 MPa
450 MPa
700 MPa

ANSWER DOWNLOAD EXAMIANS APP

Railway Engineering
Consider the following statements : Automatic signaling system results in
1. greater risk
2. higher efficiency
3. avoidance of block instruments
4. higher operating cost of these statements

2 and 3 are correct
3 and 4 are correct
I and 2 are correct
1 and 4 are correct

ANSWER DOWNLOAD EXAMIANS APP

Railway Engineering
Composite sleeper index is the index of

Strength and toughness
Wear resistance and hardness
Hardness and strength
Toughness and wear resistance

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Railway Engineering

DOWNLOAD APP

  • APPLE
    from app store
  • ANDROID
    from play store

SEARCH

LOGIN HERE


  • GOOGLE

FIND US

  • 1.70K
    FOLLOW US
  • EXAMIANSSTUDY FOR YOUR DREAMS.
  • SUPPORT :SUPPORT EMAIL ACCOUNT : examians@yahoo.com

OTHER WEBSITES

  • GUJARATI MCQ
  • ACCOUNTIANS

QUICK LINKS

  • HOME
  • QUIZ
  • PRIVACY POLICY
  • DISCLAIMER
  • TERMS & CONDITIONS
  • CONTACT US
↑