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ESE Prelims 2022 Achievers Quiz 10

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Question 1

Arrange in a chronological order:
  1. Metcalf Construction
  2. Roman Roads
  3. Macadam Construction

Question 2

Select the correct statements for the provisions of the Lucknow Road plan.

i. It didn’t provide a formula for target length of expressways.

ii. The target length of state highways is determined from both the area of the region and the number of large cities.

iii. The target length of National highway is determined only from the total area.

Question 3

Find the no. Of reactions at support B in the following figure.

Question 4

In the figure given below the beam will be stable only if -

Question 5

A cantilever beam of length L is subjected to a moment M at a distance equal to L/4 from the fixed end. The deflection at free end due to this moment will be

Assume flexural rigidity of the beam is EI throughout the length.

Question 6

A cantilever beam, 3m long, carries a uniformly distributed load over the entire length. If the slope at the free end is 1 °, the deflection at the free end is

Question 7

Calculate the deflection of the diving board from where a man weighs 120kg jumps into the pool as shown. Let the length of the diving board is 70 inches, base is 15 inches and height 2 inches.

Question 8

The purpose of anchor bolts in column base is to

(i) Act as reinforcement in the concrete pedestal of the steel column.

(ii) To resist tension forces.

(iii) To keep the column in place as per plan.

The correct statements is/are?

Question 9

Consider the following stipulations in designing a laced column:
1) Single lacing systems on opposite planes shall preferably be in the same direction so that one is the shadow of the other.
2) Lacing bar should be a flat section.
3) The slenderness ratio of the lacing bars for compression shall not exceed 180.
4) Laced compression members are to be provided with tie plates at ends.
Which of these observations is/are correct?

Question 10

In which one of the following industrial roofing contexts is the loading carried by the combination of pure flexure and flexure due to shear-induced by the relative deformation between the ends of the top and bottom chord members?
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Jun 6ESE & GATE CE