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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 B
STAT BS
obs.
Instrument set up
near C
BS
thanks
FS
STA
FS
obs.
2.478
2.480
2.476
2478
2.283
2.284
C
B
2.286
2.283
1.675
1.674
1.677
B.
3.143
B
3.140
3,145
3.142
C
B
1.674
1.677
3.143
3.146
1.678
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.
Transcribed Image Text: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 B STAT BS obs. Instrument set up near C BS thanks FS STA FS obs. 2.478 2.480 2.476 2478 2.283 2.284 C B 2.286 2.283 1.675 1.674 1.677 B. 3.143 B 3.140 3,145 3.142 C B 1.674 1.677 3.143 3.146 1.678 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.
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