Civil Engineering :: Surveying
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One of the Lehmann's rules of plane tabling, is
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If f1 and f2 are the distances from the optical centre of a convex lens of focal length f to conjugate two points P1 and P2 respectively, the following relationship holds good
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The accuracy of measurement in chain surveying, does not depend upon
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If arithmetic sum of latitudes of a closed traverse is Lat and closing error in latitude is dx, the correction for a side whose latitude is l, as given by Transit Rule, is
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Closed contours of decreasing values towards their centre, represent
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If a 30 m chain diverges through a perpendicular distance d from its correct alignment, the error in length, is
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Diopter is the power of a lens having a focal length of
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An imaginary line joining the points of equal elevation on the surface of the earth, represents
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The 'fix' of a plane table station with three known points, is bad if the plane table station lies
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If R is the radius of the main curve, θ the angle of deflection, S the shift and L the length of the transition curve, then, total tangent length of the curve, is
A.
location of the instrument station is always distant from each of the three rays from the known points in proportion to their distances |
B.
when looking in the direction of each of the given points, the instrument station will be on the right side of one and left side of the other ray |
C.
when the instrument station is outside the circumscribing circle its location is always on the opposite side of the ray to the most distant point as the inter-section of the other two rays |
D.
none of these. |