In the leveling across a wide river on Pampanga, a reciprocal level readings were taken between points B and C as shown in the table: Instrument set up near B Instrument set up near C Sta. OBS BS FS Sta. OBS BS FS 2. 283 C 2.478 2. 284 C 2. 480 2. 286 C 2.476 2. 283 C 2.478 C 1. 675 3. 143 C 1. 674 B 3. 140 C 1. 677 3. 145 C 1. 674 3. 142 3. 143 1. 677 1. 678 B C 3. 146 C A. Compute the difference in elevation between B and C with instrument set up near B. B. Compute the difference in elevation between B and C. C. If the elevation ofB is 125. 60, compute the elevation of C.
In the leveling across a wide river on Pampanga, a reciprocal level readings were taken between points B and C as shown in the table: Instrument set up near B Instrument set up near C Sta. OBS BS FS Sta. OBS BS FS 2. 283 C 2.478 2. 284 C 2. 480 2. 286 C 2.476 2. 283 C 2.478 C 1. 675 3. 143 C 1. 674 B 3. 140 C 1. 677 3. 145 C 1. 674 3. 142 3. 143 1. 677 1. 678 B C 3. 146 C A. Compute the difference in elevation between B and C with instrument set up near B. B. Compute the difference in elevation between B and C. C. If the elevation ofB is 125. 60, compute the elevation of C.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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