13. A horizontal distance measured at 687.40 m is to be established along a line that slopes at a vertical Angle of 18° 19'. Calculate the incline distance to obtain the required horizontal distance. a. 694.724 m b. 2187.301 m c. 2076.479 d. 724.086 m 14. Determine the correct distance between the ends of the tape that is being pulled at its ends. Tape length = 50m Pull capacity = 12 kg Weight of tape = 1.2 kg %3! a. 49.979 m b. 50.021 m c. 49.786 m d. 48.687 m 15. A rectangular field was measured using a 100 m tape which was actually 10 cm too short. The recorded area was 2500 sq.m. Calculate the true area of the field. c. 2550 sq.m a. 2495 sq.m b. 2505 sq.m d. 2496.70 sq.m
13. A horizontal distance measured at 687.40 m is to be established along a line that slopes at a vertical Angle of 18° 19'. Calculate the incline distance to obtain the required horizontal distance. a. 694.724 m b. 2187.301 m c. 2076.479 d. 724.086 m 14. Determine the correct distance between the ends of the tape that is being pulled at its ends. Tape length = 50m Pull capacity = 12 kg Weight of tape = 1.2 kg %3! a. 49.979 m b. 50.021 m c. 49.786 m d. 48.687 m 15. A rectangular field was measured using a 100 m tape which was actually 10 cm too short. The recorded area was 2500 sq.m. Calculate the true area of the field. c. 2550 sq.m a. 2495 sq.m b. 2505 sq.m d. 2496.70 sq.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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12 - 15 please give the correct answer
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