Situation; In leveling across a wide river on Pampanga, a reciprocal level readings were taken between points B and C as shown in the tabulation. Instrument set-up near B Instrument set-up near C RR 2.478 2.480 2.476 RR 2.283 STA STA 2.284 2.286 2.283 2.478 1.675 1.674 1.677 3.143 3.140 3.145 B 1.674 3.142 1.677 3.143 1.678 3.146 Compute the true difference in elevation between B and C.

Situation; In leveling across a wide river on Pampanga, a reciprocal level readings were taken between points B and C as shown in the tabulation. Instrument set-up near B Instrument set-up near C RR 2.478 2.480 2.476 RR 2.283 STA STA 2.284 2.286 2.283 2.478 1.675 1.674 1.677 3.143 3.140 3.145 B 1.674 3.142 1.677 3.143 1.678 3.146 Compute the true difference in elevation between B and C.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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