[Download PDF] ISRO Scientist or Engineer Civil 2020 Paper with Solutions

Instructions

For the following questions answer them individually

Question 31

which of the following is not considered in the design of the isolated footings?

Video Solution

Question 32

In a limited state method of design approach ,spacing of main reinforcement primarily controls :

Video Solution

Question 33

The angle of dip at pole is

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Question 34

If the reduced bearing of line AB is N 30 W and the length is 100m, then the latitude and the departure respectively of the line AB will be :

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Question 35

A Circular curve has 300m radius and 60 degree deflection angle . The length of the curve and the tangent length respectively are

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Question 36

The ranging operation in survey is a process of

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Question 37

Zenith is the point on the celestial sphere:

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Question 38

The fineness modulus of fine aggregate is 2.78 and of coarse aggregate is 7.82 and the desired fineness modulus of mixed aggregate is 6.14 . what is the amount of fine aggregate to be mixed with one part of coarse aggregate ?

Video Solution

Question 39

In what context is the slump test performed?

Video Solution

Question 40

What is the ratio of flexual strength $$(f_{cr})$$ to the charecteristic compressive strength of concrete $$(f_{ck})$$ of M25 grade concrete?

Video Solution

CAT Content

ISRO Scientist or Engineer Civil 2020

ISRO Scientist or Engineer Civil 2020

which of the following is not considered in the design of the isolated footings?

In a limited state method of design approach ,spacing of main reinforcement primarily controls :

The angle of dip at pole is

If the reduced bearing of line AB is N 30 W and the length is 100m, then the latitude and the departure respectively of the line AB will be :

A Circular curve has 300m radius and 60 degree deflection angle . The length of the curve and the tangent length respectively are

The ranging operation in survey is a process of

Zenith is the point on the celestial sphere:

The fineness modulus of fine aggregate is 2.78 and of coarse aggregate is 7.82 and the desired fineness modulus of mixed aggregate is 6.14 . what is the amount of fine aggregate to be mixed with one part of coarse aggregate ?

In what context is the slump test performed?

What is the ratio of flexual strength $$(f_{cr})$$ to the charecteristic compressive strength of concrete $$(f_{ck})$$ of M25 grade concrete?

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