Given the following relationships Deflection angle = 16°38’ R=350 m P.I. @6+025.42 Compute the stationing of a point “X” on the curve having a deflection angle of 6°30’ from the P.C. 6+155.57 6+053.67 6+208.83 6+000.27
Given the following relationships Deflection angle = 16°38’ R=350 m P.I. @6+025.42 Compute the stationing of a point “X” on the curve having a deflection angle of 6°30’ from the P.C. 6+155.57 6+053.67 6+208.83 6+000.27
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the following relationships Deflection angle = 16°38’ R=350 m P.I. @6+025.42 Compute the stationing of a point “X” on the curve having a deflection angle of 6°30’ from the P.C.
6+155.57
6+053.67
6+208.83
6+000.27
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