QIB) The following table represent the field data for traverse (CAB) using Theodolite and steeltape:LineMeasured HorizontalAngle to the right (CAB)83 28 21HorizontalAzimuthDistance (m)111.23127 2523CAKnowing that:(Xc-250.356 m, Yc-345.650 m).1- Compute the horizontal (X, Y) coordinate of points (A).2- Compute the Azimuth AB (AZAB)3 Compute the Backward Azimuth BA (AZBA).4 Compute the Bearing (BA).

QIB) The following table represent the field data for traverse (CAB) using Theodolite and steel tape Horizontal Distance (m) Measured Horizontal Angle to the right (CAB) 83 28 21 Line Azimuth CA 111.23 12725 23 Knowing that: (Xc-250.356 m, Yc-345.650 m). 1- Compute the horizontal (X, Y) coordinate of points (A). 2- Compute the Azimuth AB (AZanl 3 Compute the Backward Azimuth BA (AZµa) + Compute the Bearing (BA)

QIB) The following table represent the field data for traverse (CAB) using Theodolite and steel tape Horizontal Distance (m) Measured Horizontal Angle to the right (CAB) 83 28 21 Line Azimuth CA 111.23 12725 23 Knowing that: (Xc-250.356 m, Yc-345.650 m). 1- Compute the horizontal (X, Y) coordinate of points (A). 2- Compute the Azimuth AB (AZanl 3 Compute the Backward Azimuth BA (AZµa) + Compute the Bearing (BA)

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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ANSWER KEY=D 108.1502m∆h 22.4596m
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