18 kN36 kN36 kN18 kN13.5 KNYHto6 mA|B-6 mIC6 m-6 mGiven a statically indeterminate truss (Assume that diagonals cannot supporta compressive force)Which of the following most nearly gives the force in member BH?Which of the following most nearly gives the force in member AH?

To find force in member BH and AH

18 kN 36 kN 36 kN 18 kN G F 13.5 kNH 6 m |B 6 m |C 6 m W 9- Given a statically indeterminate truss (Assume that diagonals cannot su a compressive force) Which of the following most nearly gives the force in member BH? Which of the following most nearly gives the force in member AH?

18 kN 36 kN 36 kN 18 kN G F 13.5 kNH 6 m |B 6 m |C 6 m W 9- Given a statically indeterminate truss (Assume that diagonals cannot su a compressive force) Which of the following most nearly gives the force in member BH? Which of the following most nearly gives the force in member AH?

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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Concept explainers

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.

Question

18 kN
36 kN
36 kN
18 kN
13.5 KNYH
to
6 m
A
|B
-6 m
IC
6 m
-6 m
Given a statically indeterminate truss (Assume that diagonals cannot support
a compressive force)
Which of the following most nearly gives the force in member BH?
Which of the following most nearly gives the force in member AH?

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