Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation 1. However, due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table b Course Length, m Bearing AB 62.00 BC 11Y.X0 S35 25 W N5X 3Y'W N2 5Z'E CD 4х. 30 DE 13X.8Y EA 12.00 Compute the following: i. ii. Bearing of course AB. Bearing of course BC.

Situation 21 Another closed parcel was surveyed by the same party who laid out the lot in situation 1. However, due to carelessness of one member some information of the technical description were lost. Bearings of courses AB and BC are now unknown as shown in the table b Course Length, m Bearing AB 62.00 BC 11Y.X0 S35 25 W N5X 3Y'W N2 5Z'E CD 4х. 30 DE 13X.8Y EA 12.00 Compute the following: i. ii. Bearing of course AB. Bearing of course BC.

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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