Question

The formula for the horizontal distances for inclined sights, on staff held normal is

a.

minus sign is used for angle of depression

b.

plus sign is used for angle of depression

c.

minus sign is used for angle of elevation

d.

None of these

Answer: (a).minus sign is used for angle of depression

Interact with the Community - Share Your Thoughts

Uncertain About the Answer? Seek Clarification Here.

Understand the Explanation? Include it Here.

Q. The formula for the horizontal distances for inclined sights, on staff held normal is

Similar Questions

Explore Relevant Multiple Choice Questions (MCQs)

Q. If α is the angle between the polar ray and the tangent at the point of commencement of a lemniscate curve, the equation of the curve, is

Q. If Δ is the angle of deflection of the curve, T1 and T2 are its points of tangencies, the angle between the tangent at T1 and long chord T1 T2 will be

Q. If d is the distance between equidistant odd ordinates, the Simpson's rule for the areas, is

Q. To set out a parallel from a given inaccessible point to a given line AB, the following observations and made
Distance AB and angle PAM = a and angle PBA = b are measured where M is a point on the line BA produced. The perpendicular to the desired parallel line from A and B are :

Q. The distance between the point of intersection of an up grade + g1% and downgrade g2% and the highest point of the vertical curve of length L, is

Q. If V is the speed of a locomotive in km per hour, g is the acceleration due to gravity, G is the distance between running faces of the rails and R is the radius of the circular curve, the required super elevation is

Q. The ratio of the radius and apex distance of a curve deflecting through Δ°, is

Q. α, β are the horizontal angles measured at the ends of a base line AB to a hill top whose angle of elevation from station A is θ°. The height of the hill top above the trunnion axis of the theodolite station, is

Q. Correct distance obtained by an erroneous chain is:

Q. If h is the difference in height between end points of a chain of length l, the required slope correction is

Q. The conventional sign shown in below figure represents a

Q. If L is the specified length of a tape, L1 its actual length and S the measured distance, then, the true distance is given by the formula,

Q. Accidental or compensating errors of length L are proportional to

Q. The following is the conventional sign of

Q. If α and β be the elevations of two objects A and B respectively, θ be the angle observed by a sextant. The correct horizontal angle is

Q. Following is a conventional sign of

Q. If Δ is the angle of deflection of a simple curve of radius R, the length of the curve is :

Q. The conventional sign shown in below figure represents a

Q. If Δ is the angle of deflection of a simple curve of radius R, the distance between the mid-point of the curve and long chord, is

Q. If F is the pull applied at the ends of tape in kg, l is the length of tape between end marks in metres, w is the weight of the tape in kg per metre run, then sag correction

Recommended Subjects

Are you eager to expand your knowledge beyond Civil Engineering? We've handpicked a range of related categories that you might find intriguing.

Click on the categories below to discover a wealth of MCQs and enrich your understanding of various subjects. Happy exploring!