Given is Station C with N,E= (1000, 1000)BLineABCDDEEADLength: Bearing:59.55S 65° 47' E96.00 $43° 9' E75.32542°51″W117.88N 58° 6' W95.96N 19°54'ELat-27.23Dep:52.96ماما .05) 40.04 --55.23 -51.22G2.28 -100.0890.23 32.07Compute for the Northings and Eastings of the stations, and COMPUTE for the AREAby splitting it into MULTIPLE TRIANGLES ABC, ACD, and ADE and SHOW thecomputation for lengths and bearings of sides CA and DA.

Given - A closed traverse ABCDE with length, latitude and departure of each side as shown. Easting…

Given is Station C with N,E= (1000, 1000) B Line AB CD DE EA D Length: Bearing: 59.55 96.00 75.32 117.88 95.96 Lat S 65° 47' E -27.23 $43°9' E 542°51 W N 58°(W N 19°54'E 52.96 -70.04 (5.66 -55.23 -51.22 62.28 -100.08 90.23 32.07

Given is Station C with N,E= (1000, 1000) B Line AB CD DE EA D Length: Bearing: 59.55 96.00 75.32 117.88 95.96 Lat S 65° 47' E -27.23 $43°9' E 542°51 W N 58°(W N 19°54'E 52.96 -70.04 (5.66 -55.23 -51.22 62.28 -100.08 90.23 32.07

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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Question

Given is Station C with N,E= (1000, 1000)
B
Line
AB
CD
DE
EA
D
Length: Bearing:
59.55
S 65° 47' E
96.00 $43° 9' E
75.32
542°51″W
117.88
N 58° 6' W
95.96
N 19°54'E
Lat
-27.23
Dep:
52.96
ماما .05) 40.04 -
-55.23 -51.22
G2.28 -100.08
90.23 32.07
Compute for the Northings and Eastings of the stations, and COMPUTE for the AREA
by splitting it into MULTIPLE TRIANGLES ABC, ACD, and ADE and SHOW the
computation for lengths and bearings of sides CA and DA.

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