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GATE CE 2022 Toppers Quiz 18

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Question 1

In a cubical steel bar, normal strain in x, y and z directions are 340 × 10-6, 110 × 10-6 and -200 × 10-6 respectively. what will be the corresponding normal stress in y direction? (G= 8 × 104 N/mm2, μ = 0.25)

Question 2

Consider a partially saturated soil sample in which  units, ua= 7 units,(Pore air pressure)

uw= 4 units (Pore water pressure) and x = 0.6. (saturation parameter) symbols have their usual meaning.

Find the value of effective stress for such soil sample.

Question 3

A column having helical reinforcement, the core diameter (dc)is 360mm and diameter of steel(Ø)provided is 12mm.The minimum pitch (p)can be provided is ____ mm.

Question 4

At a joint in a gravity dam of base width 140 m, the sum of vertical forces and the sum of horizontal forces are 180 MN and 120 MN respectively. The coefficient of friction is 0.70 and the shear strength of concrete is 3.2 MPa. Determine the shear friction Factor.

Question 5

Which one of the following are the methods to determine Potential Evapotranspiration (PET)
1) Thornwaite method
2) Modified Penman Method
3) Jansen-Haise method
4) Hargreaves method
Choose the correct option using below codes:

Question 6

The location of the resultant earth pressure at rest per unit length of the wall as shown in figure from the base is _______ m.

Question 7Multiple Correct Options

Consider the following statements relating to the stability of floating as well as submerged bodies and select the correct option(s).

Question 8

The variation of bending stress and shear stress for the cross-section shown below will be.
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Aug 9ESE & GATE CE