Problem 5.7 A tacheometric surveying was perform by a surveyor. The transit used has a stadia interval factor of 99.88 and stadia constant of 0.16m. The instrument was set at station O on the line between station C and E. The following stadia readings were taken. Vertical Stadia Hair Reading Position of Staff Angle Upper Center Lower Station C -18°37'02" 1.432m 1.195m 0.957m Station E 6°15'58" 2.825m 2.049m 1.274m Determine the horizontal and vertical distance between station C and E.
Problem 5.7 A tacheometric surveying was perform by a surveyor. The transit used has a stadia interval factor of 99.88 and stadia constant of 0.16m. The instrument was set at station O on the line between station C and E. The following stadia readings were taken. Vertical Stadia Hair Reading Position of Staff Angle Upper Center Lower Station C -18°37'02" 1.432m 1.195m 0.957m Station E 6°15'58" 2.825m 2.049m 1.274m Determine the horizontal and vertical distance between station C and E.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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D= 195.9868m
∆h= 29.5209m
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