ENGR 310 Sample Problems for Test 3 PDF

Test 3 Sample Problems 1-1f the coordinates of point A are 1535 S, 1505 W, and those of point B are 435 S, 900 W, then detennine the bearing of course AB in DD MM SS fonnat....

Test 3 Sample Problems 1-1f the coordinates of point A are 1535 S, 1505 W, and those of point B are 435 S, 900 W, then detennine the bearing of course AB in DD MM SS fonnat. IV.-:=-----1-------7 2- The following data is taken from an open traverse. \ Course Bearing Distance fft1 AB N 80 ° E 110' _l:108-31 N /q./.::> BC't: rn s 3° w 1060' w SS-,48 s loSS,.S-5 ,_........~-,.,, - t s 1039.'-1 1'T'lAOU7 A) What is the north azimuth of course AC in DD MM SS format. [S2,BS1 P>&--rj AC - - ¾; 1 s2.ss-- 2 5 3Z> f ;...., I ,., lo39.ef 0 D I ,,._ /),?,, ,,.. l3 2 S- '-I "3 ,,,, l1·1 0 S' 22 8) If coordinates of point A are X=W200 and Y=NlS0, determine the coordinates of point"C"?  2 Sample Problems 3- Based on the data below, determine the clockwise angle BAC in DD MM SS format. (BS is at point BJ Course Departure (ft) Latitude (ft) AB E600 N750 AC EBS0 S300 p.. ',- -- - - /30 - ( 5?:,,6>1 I I/ 7 O 06 Lfq.:e, 4- The latitudes of a closed traverse failed to close by W0.45', and the departures failed to close by N0.45'. The sum of the horizontal traverse distances is 6125.85 ft. Should the survey be accepted if the precision is set at 1:10,000? 6. l 2 S-, S- j_\ -­......e- \ ' ' , 6 ·3 6 '-I. \ No.  3 Sample Problems 5- Based on the following notes, the instrument is setup on point 2, and BS is Due north. Determine the A) The distance from point 6 to 3. FS Azimuth Distance ft 3 310 85 W65.I' S"9,6 '} - --1---- - °__ ° 6 55 __ 15_3_----, i 2S 3) !'1- 1· ,. 7,..-6, _6 /N - 6