Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
Arrange the following description in the form of profile level notes complete to elevation. A levei Is set up and a reading cf 2.995 m is taken on a bench mark the elevation of which is 12.135m. At the beginning of the line to be profiled, the rod reading is 2.625 m, 30 m from the beginring, it is 1.617 m, at 60 m, it is €.702 m, at 66 m and 81 m, the rod readings are 1.281 m and O.762 ni, respectively. On a rock that is not on the line, the rod reading is 0.555 m. The level is then removed ahead, set up and a rod reading of 1.952 m is observed, the rod still being held on the reck. The readings along the profile are then resumed: 90 m from the beginning of the line, the rod reading is 1.159 m, 120 m from the beginning of the line rod reading is 1.434 m, and finally 150 m from the beginning of the line the rod reading is 2.196 m. a) Compute the elevaticon at the point 60 m from the beginning of the line. b) Compute the elevation of the turning point. c) Compute the differer ce in elevation at a point 150 m and 81 m from the beginning of the line.

Arrange the following description in the form of profile level notes complete to elevation. A levei Is set up and a reading cf 2.995 m is taken on a bench mark the elevation of which is 12.135m. At the beginning of the line to be profiled, the rod reading is 2.625 m, 30 m from the beginring, it is 1.617 m, at 60 m, it is €.702 m, at 66 m and 81 m, the rod readings are 1.281 m and O.762 ni, respectively. On a rock that is not on the line, the rod reading is 0.555 m. The level is then removed ahead, set up and a rod reading of 1.952 m is observed, the rod still being held on the reck. The readings along the profile are then resumed: 90 m from the beginning of the line, the rod reading is 1.159 m, 120 m from the beginning of the line rod reading is 1.434 m, and finally 150 m from the beginning of the line the rod reading is 2.196 m. a) Compute the elevaticon at the point 60 m from the beginning of the line. b) Compute the elevation of the turning point. c) Compute the differer ce in elevation at a point 150 m and 81 m from the beginning of the line.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question
Arrange the following, description in the form of profile level notes complete to elevation. A levei is set up and a reading of 2.995 m is taken on a bench mark the elevation of which is 12.135 m. At the beginning of the line to be profiled, the rod reading is 2.625 m, 30 m from the bégining, it is 1.617 m, at 60 m, it is €.702 m, at 66 m and 81 m, the rod readings are 1.281 m and 0.762 ni, respectively. On a rock that is not on the line, the rod reading is 0.555 m. The level is then removed ahead, set up and a rod reading of 1.952 m is observed, the rod still being held on the rock. The readings along the profile are then resumed: 90 m from the beginning.of the line, the rod reading is 1.159 m, 120 m from the beginning of the line rod reading is 1.434 m, and finally 150 m from the beginning of the line the rod reading is 2.196 m. a) Compute the elevation at the point 60 m from the beginning of the line. b) Compute the elevation of the turning point. c) Compute the differer ce in elevation at a point 150 m and 81 m from the beginning of the line.
Transcribed Image Text:Arrange the following, description in the form of profile level notes complete to elevation. A levei is set up and a reading of 2.995 m is taken on a bench mark the elevation of which is 12.135 m. At the beginning of the line to be profiled, the rod reading is 2.625 m, 30 m from the bégining, it is 1.617 m, at 60 m, it is €.702 m, at 66 m and 81 m, the rod readings are 1.281 m and 0.762 ni, respectively. On a rock that is not on the line, the rod reading is 0.555 m. The level is then removed ahead, set up and a rod reading of 1.952 m is observed, the rod still being held on the rock. The readings along the profile are then resumed: 90 m from the beginning.of the line, the rod reading is 1.159 m, 120 m from the beginning of the line rod reading is 1.434 m, and finally 150 m from the beginning of the line the rod reading is 2.196 m. a) Compute the elevation at the point 60 m from the beginning of the line. b) Compute the elevation of the turning point. c) Compute the differer ce in elevation at a point 150 m and 81 m from the beginning of the line.
Expert Solution
steps

Step by step

Solved in 3 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Site plan requirements
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS