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Solve for AB, BH, and HG. Use only one section cut. B 12 A 12' 12 12 首F H.

Solve for AB, BH, and HG. Use only one section cut. B 12 A 12' 12 12 首F H.

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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**Problem Statement:** Solve for \( AB \), \( BH \), and \( HG \). Use only one section cut. **Diagram Explanation:** The image depicts a truss structure with several joints and members labeled. The truss rests on supports at points \( A \) and \( E \). A 24 kips load is applied downward at point \( F \). - **Members (represented as lines between joints):** - \(\overline{AB}\), \(\overline{BC}\), \(\overline{CD}\), \(\overline{DE}\), \(\overline{HE}\), \(\overline{HF}\), \(\overline{HG}\) - **Joints:** - \( A, B, C, D, E, H, G, F \) - **Dimensions:** - Horizontal members: 12 feet - Vertical members: 9 feet for some vertical members - Diagonal members: Dimensions are not specified but can be derived from other dimensions. **Supports:** - \( A \) is a pin support. - \( E \) is a roller support. **Load:** - A concentrated load of 24 kips downward at joint \( F \). **Objective:** - Calculate the forces in members \( \overline{AB} \), \( \overline{BH} \), and \( \overline{HG} \) using the method of sections. Apply the section cut strategically to isolate and solve for the desired member forces.
Transcribed Image Text:**Problem Statement:** Solve for \( AB \), \( BH \), and \( HG \). Use only one section cut. **Diagram Explanation:** The image depicts a truss structure with several joints and members labeled. The truss rests on supports at points \( A \) and \( E \). A 24 kips load is applied downward at point \( F \). - **Members (represented as lines between joints):** - \(\overline{AB}\), \(\overline{BC}\), \(\overline{CD}\), \(\overline{DE}\), \(\overline{HE}\), \(\overline{HF}\), \(\overline{HG}\) - **Joints:** - \( A, B, C, D, E, H, G, F \) - **Dimensions:** - Horizontal members: 12 feet - Vertical members: 9 feet for some vertical members - Diagonal members: Dimensions are not specified but can be derived from other dimensions. **Supports:** - \( A \) is a pin support. - \( E \) is a roller support. **Load:** - A concentrated load of 24 kips downward at joint \( F \). **Objective:** - Calculate the forces in members \( \overline{AB} \), \( \overline{BH} \), and \( \overline{HG} \) using the method of sections. Apply the section cut strategically to isolate and solve for the desired member forces.
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