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|-2.4 -2.4 m-17 6 m -2.4 m- M 1.2 m K "H 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D E 3.7 m 1.5 m 1.5 m

|-2.4 -2.4 m-17 6 m -2.4 m- M 1.2 m K "H 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D E 3.7 m 1.5 m 1.5 m

Structural Analysis
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

The electric power transmission tower supports two wires that apply 18 kN vertical
forces, and the 36 kN horizontal force crudely models wind loading during a
storm. Assume that the supports in A and B are hinge support and roller support,
respectively. Solve for support reactions.

 

 

|-2.4 -2.4 m-17 6 m -2.4 m- M 1.2 m K "H 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D E 3.7 m 1.5 m 1.5 m
Transcribed Image Text:|-2.4 -2.4 m-17 6 m -2.4 m- M 1.2 m K "H 18 kN 3.7 m 18 kN 36 kN F 3.7 m C D E 3.7 m 1.5 m 1.5 m
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