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if the geodetic azimuth of a line is 205deg06362 the convergence angle is -0deg42261 and the arc-to-chord correction is
what is the combined factor for the traverse of problems 2027 and 2028problem 2027the horizontal ground lengths of a
if station a has spcs83 state plane coordinates e 634728082 m and n 384245908 m balance the departures and latitudes
the horizontal ground lengths of a three-sided closed-polygon traverse were measured in feet as follows ab 50192 bc
as shown in the figure in a normal township the exterior dimensions of sec 6 on the west north east and south sides are
the problem figure shows original record distances corners a b c and d are found but corner e is lost measured
what is the nominal distance in miles between the followinga first guide meridian east and the west range line of r8eb
grade stakes for a pipeline running between stations 0 00 and 6 37 are to be set at each full station elevations of
a sewer pipe must be laid from a starting invert elevation of 65073 ft at station 9 25 to an ending invert elevation
an exercise track must consist of two semicircles and two tangents and be exactly 1500 ft along its centerline the two
a highway curve arc definition to the right having r 500 m and i 18deg30 will be laid out by coordinates with a total
after a backsight on the pc with 0deg00 set on the instrument what is the deflection angle to the following circular
a highway survey pi falls in a pond so a cut off line ab 27521 the tangents in the triangle formed by points a b and
determine the station and elevation at the high point of the curve in problem 253problem 253a155 grade meets a -250
a manhole is 12 ft from the centerline of a 30-ft wide street that has a 6-in parabolic crown the street center at the
compute and tabulate the notes for an equal-tangent vertical curve at half stations that passes through the midpoint of
from the following excerpt of field notes plot the cross section on graph paper and superimpose on it a design template
prepare a computational program that computes the volumes in problem 269problem 269for the data tabulated calculate the
prepare a computational program that computes the end-areas in problem 2620problem 2620for the data of problem 2619
on a vertical photograph of flat terrain section corners appear a distance d apart if the camera focal length is f
the length of a football field from goal post to goal post scales 4915 mm on a vertical photograph find the approximate
the distance between two points on a vertical photograph is ab and the corresponding ground distance is ab for the
state two situations where prismoidal corrections are most significantq28write a computer program to calculate slope
determine the horizontal distance between two points a and b whose elevations above datum are ha 1560 ft and hb 1425
on a vertical photograph images a and b of ground points a and b have photographic coordinates xa 327 in ya 228 in xb