Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures. c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.
Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention. a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures. b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures. c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the beam shown below. Take P = 5 kip and w = 1.7 kip/ft. Point E is just to the right of the 5-kip load. Follow the sign convention.
a) Determine the normal force at point E. Express your answer in kilopounds to three significant figures.
b) Determine the shear force at point E. Express your answer in kilopounds to three significant figures.
c) Determine the moment at point E. Express your answer in kilopound-feet to three significant figures.
Transcribed Image Text:The image depicts a compound beam with a distributed load and concentrated force. The beam is labeled with different sections and supports:
- **Beam Sections:**
- From point A to D is 6 feet.
- From point D to B is an additional 6 feet.
- From point B to E is 4 feet.
- From point E to C is another 4 feet.
- **Loads:**
- There is a triangular distributed load (w) starting from point A and ending at point B.
- A concentrated force (P) is applied at point E.
- **Supports:**
- A support at point A, which appears to be a pinned support.
- There are internal pins at points D and B.
- The beam from B to C might be cantilevered, as no additional support is shown.
This setup is typically analyzed to determine the reactions at the supports and internal forces within each segment of the beam.
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