Compute the deflection angles that would be required for staking full stations for the curve in problem 1 from HW1. Assume the stationing of the Pl is 37+53.21 and that the instrument is setup on the TC. Information from Problem 1: 1 = 20°34' Da = 2°05' T=498.97 ft; E=44.90 ft; LC=981.91ft M=44.18 ft; L=987.20 ft
Compute the deflection angles that would be required for staking full stations for the curve in problem 1 from HW1. Assume the stationing of the Pl is 37+53.21 and that the instrument is setup on the TC. Information from Problem 1: 1 = 20°34' Da = 2°05' T=498.97 ft; E=44.90 ft; LC=981.91ft M=44.18 ft; L=987.20 ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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