In the plan below shows a differential leveling from benchmark to another benchmark, alongeach line represents a sight in the actual rod reading, The direction of the field works is indicatedby the number of turning points.TPTI 0875Use K=16 km and m-8 mm.1946$521a. Compute the corrected elevation of TP2.b. Compute the corrected elevation of BM2.C Compute the corrected elevation of TP3.2.5655.741BM了977TP,EL 339713.560BM,7.1869.731

To find : Corrected elevation of TP2, BM2, TP3

In the plan below shows a differential leveling from benchmark to another benchmark, along each line represents a sight in the actual rod reading. The direction of the field works is indicated by the number of turning points. 7.035 Use K=16 km and m-8 mm. 5.521 1946 a. Compute the corrected elevation of TP2. b. Compute the corrected elevation of BM2. C Compute the corrected elevation of TP3. 2.565 5.741 BM Ei 33971 7 977 TP BM, 7.16 9.731

In the plan below shows a differential leveling from benchmark to another benchmark, along each line represents a sight in the actual rod reading. The direction of the field works is indicated by the number of turning points. 7.035 Use K=16 km and m-8 mm. 5.521 1946 a. Compute the corrected elevation of TP2. b. Compute the corrected elevation of BM2. C Compute the corrected elevation of TP3. 2.565 5.741 BM Ei 33971 7 977 TP BM, 7.16 9.731

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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