Time Left - 30:00 mins
ESE Prelims 2022 Achievers Quiz 9
Attempt now to get your rank among 78 students!
Question 1
A fixed beam of span 3 m is loaded with a uniformly distributed load throughout the length. The percentage increase in the deflection at the mid span if the ends are simply supported is
Question 2
In a Newmark’s chart for stress distribution, there are 10 concentric circle and 20 radial lines. If intensity of load is 380 kN/and vertical stress is 30 kN/ then calculate equivalent number of areas in influence chart.
Question 3
The vertical deflection of the middle hinge of the given beam is:
Question 4
Statement (I): In coarse grained soil secondary consolidation is insignificant.
Statement (II): Secondary consolidation takes place due to plastic readjustment of soil molecules.
Question 5
A hollow alloy tube 5m long with diameters 40 mm (outer) and 25 mm (inner) was found to extend 6.4 mm under a tensile load of 60 kN. The column has pinned ends. The factor of safety is 4 . The safe load on column based on Euler’s theory is -
Question 6
The value of r/z for which Boussinesq's and Westergaard’s theories given same result is?
Question 7
Assertion (A): Mohr’s circle of stress can be related to Mohr’s circle of strain by some constant of proportionality.
Reasoning (R): The relationship is a function of yield stress of the material.
Question 8
Assertion (A): In non-cohesive soils, settlement occurs immediately after application of load.
Reason (R): The settlement is attributed to volume changes caused by lateral yielding or shear strains occurring in the soil.
Reason (R): The settlement is attributed to volume changes caused by lateral yielding or shear strains occurring in the soil.
Question 9
Find out the moment required to be applied at end B to make the slope zero at this end.
Question 10
The time taken by the soil to reach ultimate settlement depends upon:
(i) Thickness of the layer
(ii) Drainage conditions
(iii) Void ratio of soil
(iv) Coefficient of consolidation
- 78 attempts
- 0 upvotes
- 0 comments
Tags :
ESE & GATE CEGeneralOct 10ESE & GATE CE