Problem 1.From the given technical description shown.Distances (m)BearingsN 32°27' ELines110.8АВ83.6BC126.9S 8°51' WS 73°31' WCD?DAEAN 18°44' W90.2a) Compute the bearing of line BC.b) Compute the distance of line DE.c) Compute the area of the lot using DMD.

Calculating the latitude and departure and substitute in the table as given as, Line…

Problem 1. From the given technical description shown. Bearings Distances (m) Lines AB N 32°27' E 110.8 83.6 BC 126.9 S 8°51' W S 73°31' W CD DA EA N 18°44' W 90.2 a) Compute the bearing of line BC. b) Compute the distance of line DE. c) Compute the area of the lot using DMD.

Problem 1. From the given technical description shown. Bearings Distances (m) Lines AB N 32°27' E 110.8 83.6 BC 126.9 S 8°51' W S 73°31' W CD DA EA N 18°44' W 90.2 a) Compute the bearing of line BC. b) Compute the distance of line DE. c) Compute the area of the lot using DMD.

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

Highway Surveys and Location

Surveying is an operation in the civil engineering domain that requires collecting and identifying data regarding an area of land and topography. The data that is collected can be helped to plan and undertake the construction process. Civil engineers perform surveys to gather three-dimensional information regarding a particular area. Engineers specify several points on the surface of the earth and relationship between points, and the distance and angles between the points are evaluated. The data from this evaluation guides in drawing plans regarding buildings and structures.

Question

Problem 1.
From the given technical description shown.
Distances (m)
Bearings
N 32°27' E
Lines
110.8
АВ
83.6
BC
126.9
S 8°51' W
S 73°31' W
CD
?
DA
EA
N 18°44' W
90.2
a) Compute the bearing of line BC.
b) Compute the distance of line DE.
c) Compute the area of the lot using DMD.

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