what is the following: (in meters)1. Length AB2. Length BC3. Length CD4. Length DE5. Total traverse6. Elevation B7. Elevation C8. Elevation D9. Elevation Eplease show solutions thank you! Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation of station A is 467.08m, stadia intervalfactor is 99.95 and stadia constant is 0.31m. Rod readings are taken at height of instrument. Compute the length of each course, thetraverse length, and the elevations of the traverse stations.STA OCCSTA OBSSTADIA INTERVALVERTICAL ANGLEA2.5950°46'BC1.3338°15'B1.322-8°16'D3.803-2°25'с3.7872°20'E2.192-1°33'UD length and elevation of each course (based on the mean result of backsight and foresight computations in some segments) in metersLength AB :in metersLength BC:in metersLength CD:in metersLength DEin metersTotal traverse :Elevation B:Elevation C:Elevation D:Elevation E:in metersin metersin metersin metersin meters

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Answered: what is the following: (in meters) 1.…

Engineering

Civil Engineering

what is the following: (in meters) 1. Length AB 2. Length BC 3. Length CD 4. Length DE

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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Concept explainers

Surveys of public lands

A survey is a method used to determine the relative positions of various objects on the land by measuring the horizontal distances between them. Briefly, a survey is a process of accumulation of data of various details related to land. The main objective of surveying land is to prepare maps to a suitable scale. Various types of maps such as topographical maps, cadastral maps, engineering maps, military maps, contour maps, geological maps, archaeological maps, and so on can be prepared by surveying.

Question

what is the following: (in meters)
1. Length AB
2. Length BC
3. Length CD
4. Length DE
5. Total traverse
6. Elevation B
7. Elevation C
8. Elevation D
9. Elevation E

please show solutions thank you!

Following are the stadia intervals and vertical angles for a transit-stadia traverse. The elevation of station A is 467.08m, stadia interval
factor is 99.95 and stadia constant is 0.31m. Rod readings are taken at height of instrument. Compute the length of each course, the
traverse length, and the elevations of the traverse stations.
STA OCC
STA OBS
STADIA INTERVAL
VERTICAL ANGLE
A
2.595
0°46'
B
C
1.333
8°15'
B
1.322
-8°16'
D
3.803
-2°25'
с
3.787
2°20'
E
2.192
-1°33'
U
D

length and elevation of each course (based on the mean result of backsight and foresight computations in some segments) in meters
Length AB :
in meters
Length BC:
in meters
Length CD:
in meters
Length DE
in meters
Total traverse :
Elevation B:
Elevation C:
Elevation D:
Elevation E:
in meters
in meters
in meters
in meters
in meters

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