In the plan below shows a differential leveling from benchmark to another benchmark, along each linerepresents a sight in the actual rod reading. The direction of the field works is indicated by the number ofturning points.TP,ТР,7.03510.8751.946Use K=16 km and m=8 mm.5.821.2.565a) Compute the corrected elevation of TP2.5.741b) Compute the corrected elevation of BM2.BMTP37.977c) Compute the corrected elevation of TP3.вм,El. 33.9717.1869.7313.560

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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. TP, TP: 10.875 7.035 1.946 Use K=16 km and m=8 mm. 5.821 2.565 a) Compute the corrected elevation of TP2. 5.74 b) Compute the corrected elevation of BM2. BM, El. 33.971 c) Compute the corrected elevation of TP3. 7.977 TP3 7.186 3.560 BM 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. TP, TP: 10.875 7.035 1.946 Use K=16 km and m=8 mm. 5.821 2.565 a) Compute the corrected elevation of TP2. 5.74 b) Compute the corrected elevation of BM2. BM, El. 33.971 c) Compute the corrected elevation of TP3. 7.977 TP3 7.186 3.560 BM 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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