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ESE 2022 CE Technical Quiz 19

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Question 1

Consider following factors:

1) Type of cement

2) Type of aggregates

3) Age of concrete

4) Size, shape of the specimen

5) Type of reinforcement

Which of the above factors affect the result of the rebound hammer test:

Question 2

Choose the incorrect statement/statements regarding resource allocation?

Question 3

What will be the length of plastic hinge for a simply supported steel beam of circular cross section having length 5m and subjected to a uniformly distributed load of 2 kN/m:

Question 4

The statically force systems as shown below, which among the following force system will have 18k as its resultant moment about point A.
i.
ii.
iii.
iv.

Question 5

Statement (I): chlorine dioxide is used as a primary disinfectant killing the virus, bacteria and cysts.

Statement (II): chlorine dioxide reacts with percussion to form DBPs (Disinfection Byproducts)

Question 6

Which of the following statements are correct about impulse turbines?

(i) It works at atmospheric pressure.

(ii) Relative velocity is nearly the same at the inlet and outlet.

(iii) It requires the use of a draft tube.

(iv) It works for high head and low discharge.

Question 7

Statement (I): Dynamic formulae to determine pile load capacity are not suitable for clayey soil.

Statement (II): Due to impact load, high pore water pressure is developed in clay.

Question 8

Calculate slenderness ratio of brick masonry wall for following data:

Effective length of the wall = 2.75 m

Actual thickness = 19 cm

Effective height = 2.85

Stiffening coefficient as per code = 1.3

Question 9

In undrained triaxial compression test applied on soil having apparent cohesion 110 kN/m2 and pore water pressure observed is 60 kN/m2. Confining pressure applied on test specimen is 300 kN/m2. When the soil is said to be in plastic equilibrium the total vertical pressure is 760 kN/m2. Calculate failure angle of this condition.

Question 10

A rectangular column is restrained in both translation and rotation along the minor axis and restrained in translation but not in rotation along the major axis. What will be the most optimum ratio for the column section?
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Jun 5ESE & GATE CE