Given the following field records: Line Azimuth (°) from South Distance (m) A-B 205.00 + 0.1 * SN 125.02 + 0.1 * SN В-С 260.00 + 0.1 * SN 215.67 + 0.1 * SN C-D 300.00 + 0.1 * SN 155.08 + 0.1 * SN D-E 355.00 + 0.1 * SN 131.92 + 0.1 * SN E-F 50.00 + 0.1 * SN 100.43 + 0.1 * SN F-G 105.00 + 0.1 * SN 186.23 + 0.1 * SN G-H 152.00 + 0.1 * SN 55.55 + 0.1 * SN H-A Note: Angles that will be more than 360 degrees should be deducted by 360 to return from starting point of 0 from South

Given the following field records: Line Azimuth (°) from South Distance (m) A-B 205.00 + 0.1 * SN 125.02 + 0.1 * SN В-С 260.00 + 0.1 * SN 215.67 + 0.1 * SN C-D 300.00 + 0.1 * SN 155.08 + 0.1 * SN D-E 355.00 + 0.1 * SN 131.92 + 0.1 * SN E-F 50.00 + 0.1 * SN 100.43 + 0.1 * SN F-G 105.00 + 0.1 * SN 186.23 + 0.1 * SN G-H 152.00 + 0.1 * SN 55.55 + 0.1 * SN H-A Note: Angles that will be more than 360 degrees should be deducted by 360 to return from starting point of 0 from South

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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