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300 lb NOT TO SCALE E D 4 ft 650 lb - ft -3 ft 2 ft + 2 ft The pin at point C fits into a smooth slot cut into member AC. Since there is no friction between the pin and the slot, the force there is normal to the slot. For component directions, use x positive to the right and y positive upward.

300 lb NOT TO SCALE E D 4 ft 650 lb - ft -3 ft 2 ft + 2 ft The pin at point C fits into a smooth slot cut into member AC. Since there is no friction between the pin and the slot, the force there is normal to the slot. For component directions, use x positive to the right and y positive upward.

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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The diagram shows a structural system involving a beam supported at various points. The details are as follows: 1. **Beam ACDE**: - Member AC is inclined from point A to C. - A pin at point C fits into a smooth slot cut into member AC with no friction. 2. **Forces and Moments**: - A downward force of 300 lb is applied at point B. - There is a moment of 650 lb-ft applied at point A. 3. **Dimensions**: - Distance from A to C is 3 ft. - Distance from B to C is 4 ft. - Distance from C to D is 2 ft. - Distance from D to E is 2 ft. 4. **Supports**: - Point A and E have supports. 5. **Notation**: - X-axis is considered positive to the right. - Y-axis is considered positive upwards. **Note**: The diagram is not to scale. **Explanation**: The understanding of this system is crucial for analyzing the forces and stability of the structural element under the given loads and support conditions.
Transcribed Image Text:The diagram shows a structural system involving a beam supported at various points. The details are as follows: 1. **Beam ACDE**: - Member AC is inclined from point A to C. - A pin at point C fits into a smooth slot cut into member AC with no friction. 2. **Forces and Moments**: - A downward force of 300 lb is applied at point B. - There is a moment of 650 lb-ft applied at point A. 3. **Dimensions**: - Distance from A to C is 3 ft. - Distance from B to C is 4 ft. - Distance from C to D is 2 ft. - Distance from D to E is 2 ft. 4. **Supports**: - Point A and E have supports. 5. **Notation**: - X-axis is considered positive to the right. - Y-axis is considered positive upwards. **Note**: The diagram is not to scale. **Explanation**: The understanding of this system is crucial for analyzing the forces and stability of the structural element under the given loads and support conditions.
**Question D:** What is the y component of the reaction at point D? *(include units with answer)* **Question E:** What is the y component of the reaction at point A? *(include units with answer)* **Question F:** What is the y component of the reaction at point E? *(include units with answer)*
Transcribed Image Text:**Question D:** What is the y component of the reaction at point D? *(include units with answer)* **Question E:** What is the y component of the reaction at point A? *(include units with answer)* **Question F:** What is the y component of the reaction at point E? *(include units with answer)*
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