What is the magnitude of the force on the structural member AB in kips?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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What is the magnitude of the force on the structural member AB in kips?

**Title: Analysis of a Truss System for Reaction Forces**

**Objective:**  
Find the reaction forces in members AB, AE, BE, BC, BF, EF, CF, CD, and FD of the truss system.

**Truss Layout Description:**

- **Geometry and Dimensions:**
  - The truss is designed horizontally with joints labeled A, B, C, D, E, and F.
  - The horizontal distances between joints are as follows:
    - AB = 9 feet
    - BC = 14 feet
    - CD = 9 feet
  - The vertical height from points A to E and F is 12 feet.

- **Loading Conditions:**
  - At joint B, there is a downward force of 8K (kilonewtons).
  - At joint C, there is a downward force of 12K.
  - At joint D, a horizontal force of 4K is applied to the right.
  - At joint E, a force of 5K is applied at an angle of 45° downward.

- **Support Reactions:**
  - Joint A is fixed to the ground, providing support in both horizontal and vertical directions.
  - Joint F is supported by a roller, allowing for vertical reactions only.

**Structural Members:**
- The truss consists of several members:
  - AB, BE, BC (top horizontal members)
  - AE, BF, EF, CF, CD, FD (bottom and diagonal members)

**Analysis Objectives:**
- Determine the internal forces in each member of the truss using methods such as the method of joints and method of sections.
- Calculate the reactions at supports A and F.

**Note:** The truss is statically determinate, allowing for straightforward equilibrium calculations without additional complexities.
Transcribed Image Text:**Title: Analysis of a Truss System for Reaction Forces** **Objective:** Find the reaction forces in members AB, AE, BE, BC, BF, EF, CF, CD, and FD of the truss system. **Truss Layout Description:** - **Geometry and Dimensions:** - The truss is designed horizontally with joints labeled A, B, C, D, E, and F. - The horizontal distances between joints are as follows: - AB = 9 feet - BC = 14 feet - CD = 9 feet - The vertical height from points A to E and F is 12 feet. - **Loading Conditions:** - At joint B, there is a downward force of 8K (kilonewtons). - At joint C, there is a downward force of 12K. - At joint D, a horizontal force of 4K is applied to the right. - At joint E, a force of 5K is applied at an angle of 45° downward. - **Support Reactions:** - Joint A is fixed to the ground, providing support in both horizontal and vertical directions. - Joint F is supported by a roller, allowing for vertical reactions only. **Structural Members:** - The truss consists of several members: - AB, BE, BC (top horizontal members) - AE, BF, EF, CF, CD, FD (bottom and diagonal members) **Analysis Objectives:** - Determine the internal forces in each member of the truss using methods such as the method of joints and method of sections. - Calculate the reactions at supports A and F. **Note:** The truss is statically determinate, allowing for straightforward equilibrium calculations without additional complexities.
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