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
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F8ca3f81c-d3da-4aad-b82a-f6f624290cda%2F6a21e222-ee07-4fc3-812b-d9a2d2c23199%2Fy9pzav7_processed.jpeg&w=3840&q=75)
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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