Horizontal Curve Given: Radius (R) = 1654.35' %3D Degree of Curve (Da°) = 93°-27'-48" PC Station = 14 + 27.62 Deflection angle to Station 16 + 00 = ? 02°-59'-06" 02°-15'-18" 01°-51'-34" 03°-10'-41"
Horizontal Curve Given: Radius (R) = 1654.35' %3D Degree of Curve (Da°) = 93°-27'-48" PC Station = 14 + 27.62 Deflection angle to Station 16 + 00 = ? 02°-59'-06" 02°-15'-18" 01°-51'-34" 03°-10'-41"
Chapter2: Loads On Structures
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Problem 1P
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