11. PRACTICE PROBLEMS ri- are of 1. The interior angles shown were measured for a five- sided closed traverse. се- as point measured angle 67°06'30" 216°19'00" 65°12'30" 95 18'30" 96°02'00" A nes nce- E To balance the angles, the correction that should be added to each angle is most nearly (A) 18" (B) 21" (C) 54" (D) 1'30" 2. In the illustration shown, the azimuth of line AB is 15 22'. C le A. 65°13' 95°19 B 44 ft) 216 19' 67 06' E 96'03' Plane Survey Calculations
11. PRACTICE PROBLEMS ri- are of 1. The interior angles shown were measured for a five- sided closed traverse. се- as point measured angle 67°06'30" 216°19'00" 65°12'30" 95 18'30" 96°02'00" A nes nce- E To balance the angles, the correction that should be added to each angle is most nearly (A) 18" (B) 21" (C) 54" (D) 1'30" 2. In the illustration shown, the azimuth of line AB is 15 22'. C le A. 65°13' 95°19 B 44 ft) 216 19' 67 06' E 96'03' Plane Survey Calculations
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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