B TIM F Compute vertical displacement at C using conjugate beam method method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Must be solved using conjugate beam method

### Problem Statement:
Compute the vertical displacement at point C using the conjugate beam method.

### Diagram Explanation:
- A vertical rod labeled with height \( h \) is fixed at point A.
- The rod is supported by a hinge at point B, connecting vertically to a horizontal beam.
- The horizontal beam extends from point B to point C, with a length labeled \( l \).
- A downward force \( F \) is applied at point C on the horizontal beam.
- The connection at point B is represented with a triangular hinge symbol.

This diagram is a static structure problem typically found in structural engineering and mechanics of materials courses, using the conjugate beam method to analyze deflections.

### Method:
The conjugate beam method involves using an imaginary beam (conjugate beam) with modified boundary conditions and loading, based on the beam's real moments and shear forces. The deflection is computed as the 'displacement' of the conjugate beam.
Transcribed Image Text:### Problem Statement: Compute the vertical displacement at point C using the conjugate beam method. ### Diagram Explanation: - A vertical rod labeled with height \( h \) is fixed at point A. - The rod is supported by a hinge at point B, connecting vertically to a horizontal beam. - The horizontal beam extends from point B to point C, with a length labeled \( l \). - A downward force \( F \) is applied at point C on the horizontal beam. - The connection at point B is represented with a triangular hinge symbol. This diagram is a static structure problem typically found in structural engineering and mechanics of materials courses, using the conjugate beam method to analyze deflections. ### Method: The conjugate beam method involves using an imaginary beam (conjugate beam) with modified boundary conditions and loading, based on the beam's real moments and shear forces. The deflection is computed as the 'displacement' of the conjugate beam.
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