eling between BMs A, B, C, D, and A gives elevation meters) of -15.339, +32.165, +37.921, and -54.732, and n of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is Part A Compute the adjusted elevations of BMS B, C, and D Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Submit Part B Compute the order of leveling. Request Answer O First order, level I O First order, level II OOC O Second order, level I O Second order, level II O Third order Submit Request Answer 195| ΑΣΦ 4t | vec ? m

eling between BMs A, B, C, D, and A gives elevation meters) of -15.339, +32.165, +37.921, and -54.732, and n of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is Part A Compute the adjusted elevations of BMS B, C, and D Express your answers in meters to six significant figures separated by commas. ElevB, Elevc, Elevp = Submit Part B Compute the order of leveling. Request Answer O First order, level I O First order, level II OOC O Second order, level I O Second order, level II O Third order Submit Request Answer 195| ΑΣΦ 4t | vec ? m

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

Control Survey and Geodetic reductions

Control surveys or survey controls are used to establish reference points as a basis for various construction activities. Vertical and horizontal control points are to be established in a control survey to increase accuracy. After establishing the control points, all other types of surveys such as topographic, right-of-way, aerial mapping, construction layout, boundary surveys, and utility mapping can be worked upon so that control networks can be formed. The place from which the observations are made is called a survey station.

Question

Item 4
Differential leveling between BMs A, B, C, D, and A gives elevation
differences (in meters) of -15.339, +32.165, +37.921, and -54.732, and
distances in km of 2.0, 4.0, 2.0, and 4.0, respectively. The elevation of A is
634.597.
Part A
Compute the adjusted elevations of BMS B, C, and D.
Express your answers in meters to six significant figures separated by commas.
ElevB, Elevc, Elevp =
Submit
Part B
Request Answer
Compute the order of leveling.
O First order, level I
First order, level II
O Second order, level I
Second order, level II
O Third order
Submit
0
197| ΑΣΦ. 11
Request Answer
vec
?
m
<

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