6. Base your answer to questions a andb on the contour map below. Points A, B, C, D, Xand Y are locations on the map. Elevation are expressed in feet. The maximum elevationof Basket Dome is indicated at point X.BASKETDOMENORTHDOMETENAYACANYONNORTH3 milesScalea. In which general direction does Tenaya Stream Flow?b. The highest elevation on the map is at point?7500TENAYA

The volumetric discharge measured in volume per unit time (usually cubic feet per second (ft3/s) or…

Answered: 6. Base your answer to questions a and…

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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(A) The difference in elevation between two ground points, A and B, is 42.50 m, and the horizontal distance between the two points is 125.50 m. Determine the slope between the points in gradient and grads.(B) The map distance between two benchmarks, A and B, is 20 cm and their elevations above sea level are 550.50 m and 697.50 m, respectively. Assuming uniformity of slope between A and B, calculate the map distance from A (in cm) where each of the following contours will cross the line between the two bench marks: 570 and 590m.
Adjust the traverse given the following data below. If the coordinates in meters of point A are 6521.951 E and 7037.072 N, determine the coordinates of all other points. Find the length and bearing of line AC.
Given a rectangular tract of land 690m by 1220m, the elevation at the center of the tract (E) is 165.0m and the elevation of corners A,B,C and D are 62.5m, 93.3m, 212.8m and 125.3m, respectively. Assuming uniformity of slope between the given corners, and contour interval of 20m, you are required to plot the contour lines. The contour lines with elevations of 100m and 200m to be shown as index contours.
GE 1211 Assignment No. 3 Triangulation Given the polygon shown in Figure 1 which is a part of a triangulation system. The straight lines BE and AD are equal in length and point O is located at their midpoint. The azimuth of line BC is 255 degrees. If the angle θ = 70 degrees and length AB is equal to 500 meters, determine the length of CD. Note that α = 90 degrees. 90° 2. Three Church steeples A, D and E are three triangulation observation points with CD=625 m, and DE=615 m, angle EDC = 125°. A transitman at station B wanted to know his position with respect to triangulation point C and he measured angle CBD to be 42°30’ and angle DBE to be 43°. Compute: a. the angle DCB and distance BC b. the coordinates of station B if line CD has and azimuth of 255°50’ and the coordinates of C is N=14500.36 ; E=18356.45
Solve the problem solvingsa.)On a map of scale 1cm = 50m with a contour interval of 1.5m,two adjacent contourlines are 1.37cm apart.What is the slope of the ground in percent?b.)The distance scaled on a 1:10,000 map between two adjacent contours is 25mm.Determine the slope of the ground in mils if the contour interval is 2 meters.c.)On a map whose scale is 1/6000,how far apart would 1/2 m contours be on auniform slope of 4%?
The areas in cut of two irregular sections 65 meters apart are 36m2 and 72m2 respectively. Base width is 10 meters, side slope of 3H:2V. Using prismoidal correction formula, find the corrected volume of cut in m3 between the two stations.
The distance scaled on a 1:15,000 map between two adjacent contours is 50mm.Determine the slope of the ground in mils if the contour interval is 2.5 meters.
On a map drawn to scale of 1cm=20m,the horizontal map distance between 1/2 mcontours on a uniform slope of 125 mils would be ___?
Calculate the side widths and cross-section area of embankment having width =20m and side slope( 1/2 )formation level 20m.ground level=15m and ground slope ( 1/12) from C.L to side
Question No. 2: (b) Find the area of the closed traverse? (Values are in feet
find an equation for the line with the given properties. Express your answer using either the general form or theslope–intercept form of the equation of a line, whichever you prefer. Slope = 12; containing the point 13, 12
1. A traverse line was measured in three sections: 295.85 m at slope 8045’, 149.58 m at slope 4029’ and 373.48 m. at slope 4025’. Determine the horizontal length of the line.

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