IN ANSWERING QUESTIONS 6-33 THROUGH 6-35,USE THE FOLLOWING INFORMATION. YOU HAVEMEASURED A CLOSED TRAVERSE HAVING FOURANGLES. THE SUM OF THE LEFT DEFLECTIONANGLES EQUALS 435°03’00”, AND THE SUM OFTHE RIGHT DEFLECTION ANGLES EQUALS75°01’12”.6-33.What is the sum of the exteriorangles?1.360°2.510°3.1,080°4.1,260°6-34.What is the angular error ofclosure?1.-01’12”2.+01’12”3.-01’48”4.+01’48”6-35.How is the amount of adjustmentdistributed among the angles?1.By subtracting 27” from theright deflection angles only2.By adding 27” to the rightdeflection angles and bysubtracting 27” from the leftdeflection angles3.By subtracting 27” from eachangle4.By adding 27” to eachdeflection angle6-36.You are giving the location byplane coordinates of a point. Inwhat terms should you give thelocation of that point in relationto the point of origin?1.Its distance east2.Its distance south3.Its distance north or southand the distance east or west4.Its distance south and west6-37.What is the latitude of a100-foot-long traverse linerunning due east?6-38.What is the departure of a100-foot-long traverse line withbearing N 40°E?1.100 ft2.100 ft cos 40°3.100 ft sin 40°4.100 ft tan 40°6-39.A positive latitude and a negativedeparture characterize a traverseline bearing1. NE2. NW3. SE4. SW6-40.The linear error of closure isdetermined by1.the sum of the departures2.the difference in thedepartures and latitudes3.the error of latitude4.the use of the Pythagoreantheorem with error of closurein latitude and departure6-41.What is the most commnon method ofbalancing a traverse?1.Rule of thumb2.Compass rule3.Closure rule4.Grid ruleIN ANSWERING QUESTIONS 6-42 THROUGH 6-44,USE THE FOLLOWING INFORMATION.TOTAL LENGTH OF TRAVERSE = 2,541.35ERROR OF CLOSURE IN LATITUDE = -1.73ERROR OF CLOSURE IN DEPARTURE = +2.016-42.What is the linear error ofclosure?1.0.24 ft2.0.57 ft3.1.93 ft4.2.65 ft1.0 ft2.1 ft3.50 ft4.100 ft38
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