Compute the deflections for even 100-ft stations.

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Reference no: EM131151193

From the distances and deflections computed in Problem 11.8, compute the three key cL chord layout lengths, that is,

(1) the BC to the first 100-ft station,

(2) the chord distance for 100-ft (arc) stations, and

(3) from the last even 100-ft station to the EC.

Problem 11.8,

Given PI at 15 + 78.28, Δ = 36°1030 RT, and R = 1,150 ft, compute the deflections for even 100-ft stations.

Reference no: EM131151193

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