A reverse curve is to start at a point A and end at C with a change of curvature at B. The chord lengths AB and BC are respectively 661.54 m and 725.76 m and the radii likewise 1200 and 1500 m. Due to irregular ground the curves are to be set out using two theodolites and no tape or chain. Calculate the data for setting out and describe the procedure in the field.
A reverse curve is to start at a point A and end at C with a change of curvature at B. The chord lengths AB and BC are respectively 661.54 m and 725.76 m and the radii likewise 1200 and 1500 m. Due to irregular ground the curves are to be set out using two theodolites and no tape or chain. Calculate the data for setting out and describe the procedure in the field.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A reverse curve is to start at a point A and end at C with a change of curvature at B. The chord lengths AB and BC are respectively 661.54 m and 725.76 m and the radii likewise 1200 and 1500 m. Due to irregular ground the curves are to be set out using two theodolites and no tape or chain. Calculate the data for setting out and describe the procedure in the field.
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