From the given technical description of the lot.LinesBearingsN 48° 20' EDistancesАВ529.60 mВС592.00 mCDS 70 59' E563.60 m753.40 m428.20 mDEEAN 48° 12' Wa.) Compute the bearing of the line DE.b.) Compute the bearing of line BC.c.) Compute the area of the lot.

lines bearings distances AB N 48o20'E 529.60 BC S 86o57'E 592.60 CD N 7o59'E 563.60 DE S…

From the given technical description of the lot. Lines Bearings N 480 20' E Distances АВ 529.60 m 592.00 m 563.60 m ВС CD S 70 59' E DE 753.40 m EA N 48° 12' W 428.20 m a.) Compute the bearing of the line DE. b.) Compute the bearing of line BC. c.) Compute the area of the lot.

From the given technical description of the lot. Lines Bearings N 480 20' E Distances АВ 529.60 m 592.00 m 563.60 m ВС CD S 70 59' E DE 753.40 m EA N 48° 12' W 428.20 m a.) Compute the bearing of the line DE. b.) Compute the bearing of line BC. c.) Compute the area of the lot.

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

From the given technical description of the lot.
Lines
Bearings
N 48° 20' E
Distances
АВ
529.60 m
ВС
592.00 m
CD
S 70 59' E
563.60 m
753.40 m
428.20 m
DE
EA
N 48° 12' W
a.) Compute the bearing of the line DE.
b.) Compute the bearing of line BC.
c.) Compute the area of the lot.

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