The truss is subjected to the loading shown. It is supported by a pin at A and a roller at L. Determine the force in members FH, HG and GI, and state if the members are in tension or compression. Present a FBD for every analysis performed. 2.4 kips 1.6 kips 0.8 kip A 1.6 kips B Cl 8 ft D E 8 ft F G 8 ft 1.6 kips 8 ft H 1.6 kips 8 ft K 0.8 kip 6 ft L 14.5 ft obdo 8 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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### Truss Analysis

#### Problem Statement:
The truss is subjected to the loading shown. It is supported by a pin at point \( A \) and a roller at point \( L \). Determine the force in members \( FH \), \( HG \), and \( GI \), and state if the members are in tension or compression. Present a Free-Body Diagram (FBD) for each analysis performed.

#### Diagram and Details:

![Truss Diagram](image-placeholder)

- **Truss Labels and Dimensions:**
  - Points: \( A \), \( B \), \( C \), \( D \), \( E \), \( F \), \( G \), \( H \), \( I \), \( J \), \( K \), and \( L \)
  - Each segment between vertical points is 8 ft
  - The height from point \( A \) to point \( F \) is 6 ft
  - The height from point \( K \) to point \( L \) is 4.5 ft

- **Loads:**
  - 0.8 kips downward at point \( B \)
  - 2.4 kips downward at point \( C \)
  - 1.6 kips downward at point \( D \)
  - 1.6 kips downward at point \( F \)
  - 1.6 kips downward at point \( H \)
  - 0.8 kips downward at point \( J \)

  ![Detailed Truss Analysis Diagram](image-placeholder)
Transcribed Image Text:### Truss Analysis #### Problem Statement: The truss is subjected to the loading shown. It is supported by a pin at point \( A \) and a roller at point \( L \). Determine the force in members \( FH \), \( HG \), and \( GI \), and state if the members are in tension or compression. Present a Free-Body Diagram (FBD) for each analysis performed. #### Diagram and Details: ![Truss Diagram](image-placeholder) - **Truss Labels and Dimensions:** - Points: \( A \), \( B \), \( C \), \( D \), \( E \), \( F \), \( G \), \( H \), \( I \), \( J \), \( K \), and \( L \) - Each segment between vertical points is 8 ft - The height from point \( A \) to point \( F \) is 6 ft - The height from point \( K \) to point \( L \) is 4.5 ft - **Loads:** - 0.8 kips downward at point \( B \) - 2.4 kips downward at point \( C \) - 1.6 kips downward at point \( D \) - 1.6 kips downward at point \( F \) - 1.6 kips downward at point \( H \) - 0.8 kips downward at point \( J \) ![Detailed Truss Analysis Diagram](image-placeholder)
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