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For the beam and loading shown, determine the deflection at point C. Use E= 200 GPa. It is given that P= 24 kN. a=1m L= 3 m The deflection at point Cis W150 x 18.0 2.69 mm. I

For the beam and loading shown, determine the deflection at point C. Use E= 200 GPa. It is given that P= 24 kN. a=1m L= 3 m The deflection at point Cis W150 x 18.0 2.69 mm. I

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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### Problem Statement For the beam and loading shown, determine the deflection at point C. Use \( E = 200 \, \text{GPa} \). It is given that \( P = 24 \, \text{kN} \). ### Diagram Explanation - **Beam Diagram**: - The diagram shows a simply supported beam with supports at points A and B. - The beam is subject to a point load \( P \) acting downward at point C. - The distance between support A and point C is \( a = 1 \, \text{m} \). - The total length of the beam from A to B is \( L = 3 \, \text{m} \). - The beam section is labeled as W150 x 18.0, which refers to its size and weight per meter. ### Calculation Result - The deflection at point C is \( 2.69 \, \text{mm} \). This example demonstrates how to find the deflection at a specific point on a beam under a concentrated load, using given material properties and load values.
Transcribed Image Text:### Problem Statement For the beam and loading shown, determine the deflection at point C. Use \( E = 200 \, \text{GPa} \). It is given that \( P = 24 \, \text{kN} \). ### Diagram Explanation - **Beam Diagram**: - The diagram shows a simply supported beam with supports at points A and B. - The beam is subject to a point load \( P \) acting downward at point C. - The distance between support A and point C is \( a = 1 \, \text{m} \). - The total length of the beam from A to B is \( L = 3 \, \text{m} \). - The beam section is labeled as W150 x 18.0, which refers to its size and weight per meter. ### Calculation Result - The deflection at point C is \( 2.69 \, \text{mm} \). This example demonstrates how to find the deflection at a specific point on a beam under a concentrated load, using given material properties and load values.
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