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
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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
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