Determine the internal shear and moment acting at a section passing through point C in the beam shown. Take A as a pin and B as a roller.
Determine the internal shear and moment acting at a section passing through point C in the beam shown. Take A as a pin and B as a roller.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![**Problem Statement:**
Determine the internal shear and moment acting at a section passing through point C in the beam shown. Take A as a pin and B as a roller.
**Beam Diagram Description:**
- The beam is supported by two supports: a pin at point A on the right and a roller at point B on the left.
- The beam is 27 feet long, divided into three sections of equal length, each measuring 9 feet.
- A uniformly distributed load of 3 kips per foot is applied over the entire length of the beam. This load forms a triangular distribution, starting from point B and increasing towards point A at the right end.
- Point C is located 9 feet from point A and 18 feet from point B.
Given these parameters, calculate the internal shear force and bending moment at point C.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F96185938-e49e-448a-911c-2f59949ef5b7%2F7ed581e0-8a5b-4937-a590-ae1ea8aaf597%2F8y0acnf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Problem Statement:**
Determine the internal shear and moment acting at a section passing through point C in the beam shown. Take A as a pin and B as a roller.
**Beam Diagram Description:**
- The beam is supported by two supports: a pin at point A on the right and a roller at point B on the left.
- The beam is 27 feet long, divided into three sections of equal length, each measuring 9 feet.
- A uniformly distributed load of 3 kips per foot is applied over the entire length of the beam. This load forms a triangular distribution, starting from point B and increasing towards point A at the right end.
- Point C is located 9 feet from point A and 18 feet from point B.
Given these parameters, calculate the internal shear force and bending moment at point C.
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