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Problem 1. 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, 1 10.875 7.035 1.946 Use K=16 km and m-8 mm. 5.821 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, TP2 7,977 El. 33.971 3.560 BM, 7.186 9.731

Problem 1. 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, 1 10.875 7.035 1.946 Use K=16 km and m-8 mm. 5.821 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, TP2 7,977 El. 33.971 3.560 BM, 7.186 9.731

Structural Analysis
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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Problem 1. 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, ТР, 1 10.875 7.035 1.946 Use K=16 km and m-8 mm. 5.821 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, TP2 7,977 El. 33,971 3.560 BM, 7.186 9.731
Transcribed Image Text:Problem 1. 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, ТР, 1 10.875 7.035 1.946 Use K=16 km and m-8 mm. 5.821 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, TP2 7,977 El. 33,971 3.560 BM, 7.186 9.731
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