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solve all four of the following problems to receive full creditremember- collect fluid and material properties appendix
similar to problem 1937 except the relative error is plusmn0025 ft for benchmarks located 35 km apartproblem 1937the
the traverse in problem 1021 was performed in the pennsylvania north zone of spcs83 the average elevation for the area
if station a has spcs83 state plane coordinates e 634728082 m and n 384245908 m balance the departures and latitudes
similar to problem 2043 except the convergence angle is -1deg02207 and the arcto- chord correction is -06problem
assuming a scale factor for the traverse of problem 2027 to be 099996294 calculate grid lengths for the traverse
visit your county courthouse and obtain a copy of a metes-and-bounds property description write a critique of the
draw a plat map of the parcel in problem 2124 at a convenient scale label all monuments and the lengths and directions
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
for the data of problem 2619 calculate slope intercepts and determine the end area by the coordinate methodproblem
determine the height of a radio tower which appears on a vertical photograph for the following conditions of flying
name and describe the different simple spatial objects used for representing graphic data in digital formwhich objects
aerial photography was taken at a flying height h ft above average terrain if the camera focal plane dimensions are
determine the resultant internal loadings acting on the cross section through point b of the signpost the postis fixed
the brace and drill bit is used to drill a hole at o if the drill bit jams when the brace is subjected to the
a 150-lb bucket is suspended from a cable on the wooden frame determine the resultant internal loadings acting on the
determine relative weights and perform a weighted adjustment to the nearest second for angles ab and c of a plane
similar to problem 428 except a plus sight of 744 ft is taken on bm a and a minus sight of 155 ft read on point
with the bubble centered a 150-m-length sight gives a reading of 1208 m after moving the bubble four divisions off
similar to problem 422 except a 10-sec bubble is off three divisions on a 130-m sightproblem 422an observer fails to
in trigonometric leveling from point a to point b the slope distance and zenith angle measured at a were 2504897 m and
successive plus and minus sights taken on a downhill line of levels are listed in problems the values represent the
same as problem 535 except for 64 setups and readings to the nearest 001 ft with possible error of plusmn0005 ft
reciprocal leveling gives the following readings in meters from a setup near a on a 2558 on b 1883 1886 and 1885 at the