In levelling across a wide river on Pampanga, a reciprocal level reading were taken between points B and C as shown in the tabulation. Instrument set up near C STA obs. Instrument set up near B thanks FS STA BS obs. FS BS 2478 2.480 2.476 2478 2.283 B 2.284 C B 2.286 2.283 1.675 1.674 1.677 1.674 1.677 B. 3.143 3.140 3,145 3.142 3.143 3.146 C B 1.678 B. a.) Compute the difference in elevation between B and C with instrument set up near B. b.) Compute the true difference in elevation between B and C. c.) If the elevation of B is 346.50 m, compute the elevation of C.
In levelling across a wide river on Pampanga, a reciprocal level reading were taken between points B and C as shown in the tabulation. Instrument set up near C STA obs. Instrument set up near B thanks FS STA BS obs. FS BS 2478 2.480 2.476 2478 2.283 B 2.284 C B 2.286 2.283 1.675 1.674 1.677 1.674 1.677 B. 3.143 3.140 3,145 3.142 3.143 3.146 C B 1.678 B. a.) Compute the difference in elevation between B and C with instrument set up near B. b.) Compute the true difference in elevation between B and C. c.) If the elevation of B is 346.50 m, compute the elevation of C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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