Using the method of sections, determine the forces in members KJ, KD, ED, HI, and HC. Draw proper free body diagrams in your solution and state whether each member is in tension or compression

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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### Problem Statement

Use the method of sections to determine the forces in members KJ, KD, ED, HI, and HC. Draw proper free body diagrams in your solution and state whether each member is in tension or compression.

### Diagram Description

The image shows a truss structure labeled with points A through G. The truss is supported at points A and F. The distances between supports and loads are marked as follows:

- A horizontal beam runs from A to G, with vertical loads at B, D, and F.
- Loads of 30 kips are applied at points B, D, and F.
- The total length of the structure is 96 ft, divided into six 16 ft sections.
- Vertical components are labeled at different points to show heights of 4 ft, 8 ft, and 12 ft.

### Structural Note

Members are identified as follows:

- **KJ, KD, ED**: Diagonal members.
- **HI, HC**: Vertical members.

The solution should involve calculating forces in these members and determine if they are under tension or compression.
Transcribed Image Text:### Problem Statement Use the method of sections to determine the forces in members KJ, KD, ED, HI, and HC. Draw proper free body diagrams in your solution and state whether each member is in tension or compression. ### Diagram Description The image shows a truss structure labeled with points A through G. The truss is supported at points A and F. The distances between supports and loads are marked as follows: - A horizontal beam runs from A to G, with vertical loads at B, D, and F. - Loads of 30 kips are applied at points B, D, and F. - The total length of the structure is 96 ft, divided into six 16 ft sections. - Vertical components are labeled at different points to show heights of 4 ft, 8 ft, and 12 ft. ### Structural Note Members are identified as follows: - **KJ, KD, ED**: Diagonal members. - **HI, HC**: Vertical members. The solution should involve calculating forces in these members and determine if they are under tension or compression.
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