(rotation at A and deflection mid span ). Double integration method
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
7.6 (rotation at A and deflection mid span ). Double integration method
![The image features a beam labeled AB, supported at two points. The left end of the beam is labeled A, supported by a roller, and the right end is labeled B, supported by a pin. A downward force, labeled P, is applied at a point between the supports.
Key Measurements:
- The total length of the beam is L.
- The distance from end A to the point of force application is 2L/3.
- The distance from the point of force application to end B is L/3.
- An additional variable x is marked from the leftmost end A.
The diagram represents a statically determinate beam with asymmetric loading. It illustrates how forces might be applied and is useful for understanding concepts in mechanics, such as moments and reactions at supports. This configuration allows the analysis of bending moments and shear forces within the beam.
The figure is labeled P7.6.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff683c9df-66dc-454e-b746-c7ec9f099a92%2F1beb4f40-343a-4f2f-98f0-ef49f43606f1%2F5cfjmqx_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The image features a beam labeled AB, supported at two points. The left end of the beam is labeled A, supported by a roller, and the right end is labeled B, supported by a pin. A downward force, labeled P, is applied at a point between the supports.
Key Measurements:
- The total length of the beam is L.
- The distance from end A to the point of force application is 2L/3.
- The distance from the point of force application to end B is L/3.
- An additional variable x is marked from the leftmost end A.
The diagram represents a statically determinate beam with asymmetric loading. It illustrates how forces might be applied and is useful for understanding concepts in mechanics, such as moments and reactions at supports. This configuration allows the analysis of bending moments and shear forces within the beam.
The figure is labeled P7.6.
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