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to determine the distance between points x and y on the opposite sides of a river a surveyor measures a distance of 300
to determine the distance between points u and v on the opposite sides of a river a surveyor measures a distance of 750
determine the length of straight line cd where point c has rectangular coordinates -20 30 and point d has coordinates
outline the procedure for taping a horizontal distance over sloping ground including how the tape is aligned how
line jk has the equation y -05x 5 and line lm has the equation y 15x - 5 determine the coordinates of the point of
determine the equation of line cd in problem 30problem 30determine the length of straight line cd where point c has
a surveying student walked along a 100-m line on level ground five times and counted 1165 96 119 116 and 1175 paces
a surveyor has a unit pace of 28 ftpacea he counts 43 paces while walking from point a to point b what is the distance
give an example of how edm measurement accuracy would typically be listed by the equipment manufacturer explain why edm
an old and worn 50-ft woven cloth tape is used to lay out and mark the corners of a 750 1500 ft building it is later
a steel tape with a standardized length of 30009 m is used to measure a distance on a slope and a distance of 123456 m
a distance measured with a standard steel tape was recorded as 65432 m when the temperature was 28degc what is the
a distance between points a and b is measured and recorded as 34567 ft using a tape that has a certified standard
following are rod readings in the order in which they were taken in benchmark leveling the elevation of the starting
what is the basic difference between an optical theodolite and an electronic digital theodolite briefly describe how an
what is meant by closing the horizon outline a procedure for precise measurement of vertical angles using a transit
a level circuit is run a total distance of 75 mi from bm 20 to set three other benchmarks in the vicinity of a
levels were run from bm 100 to bm 100a an elevation of 1234567 ft was observed at bm 100a it was later discovered that
the magnetic bearing of a boundary line was recorded as n 35deg00 w in a deed dated 1903 at that time and place the
a six-sided closed traverse was surveyed over the stations abcdef at each station the back bearing of the previous
the magnetic bearing of a boundary line was recorded as s 76deg30 w in 1897 at which time the declination was 2deg45 w
the magnetic bearing of a boundary line was recorded as s 55deg30 e in a deed dated 1913 at that time and place the
the field data and the fixed data follow for each of six traverses the forward direction is given by the alphabetical
with reference to figure 7-20 the coordinates of point a are n 10000 e 10000 and the coordinates of point b are n 40000
a side shot is taken from traverse station m to m1 the measured horizontal distance is 2357 ft a clockwise angle of