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Question 261

DSSSB JE 2022• Discipline 5

In a railway track it is necessary to transfer railway vehicles from one track to another using Turnout. The component of a turn out with a pair of tongue and stock rails along with the necessary connections and fittings is known as _____.

  1. AOption (a)

    Crossing

  2. BOption (b)

    Switch

  3. COption (c)

    Triangle

  4. DOption (d)

    Cross over

View answer & explanation

Correct answer

Answer: (a)A.

Crossing

Explanation not yet available.

Question 262

DSSSB JE 2022• Discipline 5

The command used in AUTOCAD to indicate the action done on figure on left part of arrow to get the output figure the right part of arrow (i.e, to create the rounded corner connecting the two lines) shown below is:

  1. AOption (a)

    BLOCK

  2. BOption (b)

    EXPLODE

  3. COption (c)

    STRTCH

  4. DOption (d)

    FILLET

View answer & explanation

Correct answer

Answer: (a)A.

BLOCK

Explanation not yet available.

Question 263

DSSSB JE 2022• Discipline 5

A rolled ISMB 350 section (depth = 350 mm, width of flange = 140 mm, thickness of web = 8.1 mm, thickness of flange = 14.2 mm) is used as a compression member. Considering the buckling about Y-Y axis as per IS 800 : 2007, the corresponding buckling class to which the beam belongs to is:

  1. AOption (a)

    d

  2. BOption (b)

    a

  3. COption (c)

    c

  4. DOption (d)

    b

View answer & explanation

Correct answer

Answer: (a)A.

d

Explanation not yet available.

Question 264

DSSSB JE 2022• Discipline 5

Identify the category of classification of Broad gauge routes of India having a maximum permissible speed of 160 km/h, by the Railway board.

  1. AOption (a)

    Group D and D spl lines

  2. BOption (b)

    Group C lines

  3. COption (c)

    Group A lines

  4. DOption (d)

    Group B lines

View answer & explanation

Correct answer

Answer: (a)A.

Group D and D spl lines

Explanation not yet available.

Question 265

DSSSB JE 2022• Discipline 5

The unit for the estimation of quantity for one of the works is different from the others. Identify the work. 

  1. AOption (a)

    Damp Proof Course in Cement Concrete (Thickness specified)

  2. BOption (b)

    Random rubble masonry

  3. COption (c)

    Wood work for door and Window frames

  4. DOption (d)

    Reinforced cement concrete, without steel

View answer & explanation

Correct answer

Answer: (a)A.

Damp Proof Course in Cement Concrete (Thickness specified)

Explanation not yet available.

Question 266

DSSSB JE 2022• Discipline 5

According to IS 800 : 2007, the modulus of rigidity of structural steel irrespective of its grade may be taken as: 

  1. AOption (a)

    0.895 × 105 MPa

  2. BOption (b)

    0.571 × 105 MPa

  3. COption (c)

    2 × 105 MPa

  4. DOption (d)

    0.769 × 105 MPa

View answer & explanation

Correct answer

Answer: (a)A.

0.895 × 105 MPa

Explanation not yet available.

Question 267

DSSSB JE 2022• Discipline 5

 A water treatment system has been installed in a community at a cost of Rs. 5,20,000. Assuming the life of the system as 15 years, work out the amount of annual instalment of sinking fund required to accumulate the whole amount at 4% interest. The sinking fund factor at 4% interest for 15 year = 0.05; and the capital recovery factor at 4% for 15 year = 0.09 respectively. Assume a Scrap value of Rs. 20,000 for the system after 15 years.

  1. AOption (a)

    25000

  2. BOption (b)

    20000

  3. COption (c)

    33333

  4. DOption (d)

    45000

View answer & explanation

Correct answer

Answer: (a)A.

25000

Explanation not yet available.

Question 268

DSSSB JE 2022• Discipline 5

Two wheel loads 8 kN and 20 kN spaced 2 m apart move along a girder of span 16 m. Find the maximum shear force (absolute value) at a section 4 m from the left end of beam. Any wheel load can lead the other.

  1. AOption (a)

    20 kN

  2. BOption (b)

    18.5 kN

  3. COption (c)

    6 kN

  4. DOption (d)

    16.5 kN

View answer & explanation

Correct answer

Answer: (a)A.

20 kN

Explanation not yet available.

Question 269

DSSSB JE 2022• Discipline 5

The design of "a tension member in which a reversal of direct stress occurs due to loads other than wind or seismic forces" was done with a maximum effective slenderness ratio of 350. Following IS 800 : 2007, check whether the design is correct; if incorrect, what is the maximum effective slenderness ratio that has to be adopted in design.

  1. AOption (a)

    Incorrect ; 180

  2. BOption (b)

    Incorrect ; 300

  3. COption (c)

    Incorrect ; 250

  4. DOption (d)

    Correct ; No modification

View answer & explanation

Correct answer

Answer: (a)A.

Incorrect ; 180

Explanation not yet available.

Question 270

DSSSB JE 2022• Discipline 5

According to IS 6509 : 1985, the recommended maximum spacing of expansion (E) and contraction (C) joints in Unreinforced cement concrete pavements of thickness 0.15 m are : (codes E and C used to indicate joints in answer options)

  1. AOption (a)

    E – 36 m ; C – 4.5 m

  2. BOption (b)

    E – 25 m ; C – 4 m

  3. COption (c)

    E – 27 m ; C – 4.5 m

  4. DOption (d)

    E – 20 m ; C – 3.5 m

View answer & explanation

Correct answer

Answer: (a)A.

E – 36 m ; C – 4.5 m

Explanation not yet available.