SSC JE Civil Engineering 22nd Jan 2018 Shift-2

Instructions

For the following questions answer them individually

SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 121


Which type of error is represented by a closed traverse, if the algebraic sum of latitude of all the lines is zero?

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 122


The difference between the fore bearing and back bearing for any station is equal to _____.

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 123


Which of the following statement is CORRECT when the theodolite is properly adjusted?

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 124


Which of the following test is used to make the horizontal axis perpendicular to the vertical axis?

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 125


For more precise prediction of the terrain relief, the contour interval should_____.

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 126


The areas included by contour lines for a proposed dam are given as,


Calculate the capacity (cubic meter) of the dam by trapezoidal method.

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 127


Which of the following statement is CORRECT for estimating the corrected area from a map of shrunk factor ‘F’?

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 128


Which of the following leveling method is used to determine the difference of elevation of two points that are quite apart?

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 129


A level is set on a station at a distance of 500 m from point A and 800 m from point B. The staff readings on the staffs kept at point A and B are 1.55 m and 1.95 m respectively. Calculate the true difference in elevation of the point A and B.

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SSC JE Civil Engineering 22nd Jan 2018 Shift-2 - Question 130


Which of the following method estimates the best volume of earthwork of an irregular embankment?

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