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2) Consider the beam pictured here and determine the internal forces and moment at point A.

2) Consider the beam pictured here and determine the internal forces and moment at point A.

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 2: Beam Analysis **Objective:** Determine the internal forces and moment at point A on the beam. **Diagram Explanation:** The diagram shows a horizontal beam fixed at the left end and free at the right end. The fixed end is represented by a hatched line on the left side. - **Beam Details:** - Length from the fixed end to point A: 6 feet - Total length from the fixed end to point B: 12 feet - **Forces:** - A force of 1000 lbs is applied at the free end (point B) of the beam. - The force is directed at an angle of 30 degrees above the horizontal (x-axis). **Coordinate System:** - The y-axis is vertical, pointing upwards. - The x-axis is horizontal, extending to the right from the fixed end. This setup requires calculation of internal forces and the moment at point A due to the applied 1000 lbs force at point B.
Transcribed Image Text:### Problem 2: Beam Analysis **Objective:** Determine the internal forces and moment at point A on the beam. **Diagram Explanation:** The diagram shows a horizontal beam fixed at the left end and free at the right end. The fixed end is represented by a hatched line on the left side. - **Beam Details:** - Length from the fixed end to point A: 6 feet - Total length from the fixed end to point B: 12 feet - **Forces:** - A force of 1000 lbs is applied at the free end (point B) of the beam. - The force is directed at an angle of 30 degrees above the horizontal (x-axis). **Coordinate System:** - The y-axis is vertical, pointing upwards. - The x-axis is horizontal, extending to the right from the fixed end. This setup requires calculation of internal forces and the moment at point A due to the applied 1000 lbs force at point B.
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