m, and 125.3 m, respectively. Assuming uniformity of slope between sketch). The alevation at the center of the trect (E) is 165.0 m and Given a rectiangular tract of land 690 m by. 1220 m (see accompenying the elevation of corners A, B, C, and D are 62.5 m, 93.3 m, 212.8 the given corners, and contour interval of 20 m, you are required to plot the contour lines. The contour lines with elevations of 100m and 200m are to be shown as index contours.
m, and 125.3 m, respectively. Assuming uniformity of slope between sketch). The alevation at the center of the trect (E) is 165.0 m and Given a rectiangular tract of land 690 m by. 1220 m (see accompenying the elevation of corners A, B, C, and D are 62.5 m, 93.3 m, 212.8 the given corners, and contour interval of 20 m, you are required to plot the contour lines. The contour lines with elevations of 100m and 200m are to be shown as index contours.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
From the constructed contour map it can be determined graphically (or analytically) that the elevation of point P is:
(choose letter of answer)
a. equal to 80m
b. less than 80m
c. greater than 120m
d. greater than 80m but less than 100m
e. greater than 100m but less than 120m
![sketch). The alevation at the center of the trect (E) is 165.0 m and
13.
Given a rectangular tract of land 690 m by. 1220 m (ee accompenying
the elevation of corners A, B, C, and D are 62.5 m, 93.3 m, 212.8
m, and 125.s m, respectively. Assuming uniformity of slope between
the given corners, and contour interval of 20 'm, you are required to
plot the contour lines. The contour lines with elevations of 100m and
200m are to be shown as index contours.
to
to
1220 m
NOTE: Trace accurately the givan sketch on o separate shoet of paper.
Do not plor on the quaationaire.
069](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9868cbaa-f609-451a-b143-6ea0647392bd%2Fb99e2d5e-0f42-4389-a001-e3b704c24b70%2Fxiwjig_processed.jpeg&w=3840&q=75)
Transcribed Image Text:sketch). The alevation at the center of the trect (E) is 165.0 m and
13.
Given a rectangular tract of land 690 m by. 1220 m (ee accompenying
the elevation of corners A, B, C, and D are 62.5 m, 93.3 m, 212.8
m, and 125.s m, respectively. Assuming uniformity of slope between
the given corners, and contour interval of 20 'm, you are required to
plot the contour lines. The contour lines with elevations of 100m and
200m are to be shown as index contours.
to
to
1220 m
NOTE: Trace accurately the givan sketch on o separate shoet of paper.
Do not plor on the quaationaire.
069
Expert Solution
![](/static/compass_v2/shared-icons/check-mark.png)
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 3 steps with 1 images
![Blurred answer](/static/compass_v2/solution-images/blurred-answer.jpg)
Knowledge Booster
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.Recommended textbooks for you
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Structural Analysis](https://compass-isbn-assets.s3.amazonaws.com/isbn_cover_images/9781337630931/9781337630931_smallCoverImage.jpg)
![Structural Analysis (10th Edition)](https://www.bartleby.com/isbn_cover_images/9780134610672/9780134610672_smallCoverImage.gif)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
![Principles of Foundation Engineering (MindTap Cou…](https://www.bartleby.com/isbn_cover_images/9781337705028/9781337705028_smallCoverImage.gif)
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
![Fundamentals of Structural Analysis](https://www.bartleby.com/isbn_cover_images/9780073398006/9780073398006_smallCoverImage.gif)
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
![Sustainable Energy](https://www.bartleby.com/isbn_cover_images/9781337551663/9781337551663_smallCoverImage.gif)
![Traffic and Highway Engineering](https://www.bartleby.com/isbn_cover_images/9781305156241/9781305156241_smallCoverImage.jpg)
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning