Consider the beam shown in (Figure 1). Take P = 2 kip and w = 1.9 kip/ft. Point E is just to the right of the 2-kip load. Follow the sign convention. Figure -6 ft fo D 6 ft B 4 ft P 4 ft 1 of 1 C Express your answer in kilopound-feet to three significant figures. Mp= Submit Part D VAXO 1 vec Request Answer Determine the normal force at point E. Express your answer in kilopounds to three significant figures. IVE ΑΣΦ ↓↑ vec ? ? kip.ft
Consider the beam shown in (Figure 1). Take P = 2 kip and w = 1.9 kip/ft. Point E is just to the right of the 2-kip load. Follow the sign convention. Figure -6 ft fo D 6 ft B 4 ft P 4 ft 1 of 1 C Express your answer in kilopound-feet to three significant figures. Mp= Submit Part D VAXO 1 vec Request Answer Determine the normal force at point E. Express your answer in kilopounds to three significant figures. IVE ΑΣΦ ↓↑ vec ? ? kip.ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
*Description of Figure 1*:
- A simply supported beam diagram.
- Supports at points A and C.
- Point loads and distributed loads on the beam.
- Point A is at the left end, point C at the right end.
- The beam elements are provided with the following distances:
- Distance from A to D: 6 ft
- Distance from D to B: 6 ft
- Distance from B to E: 4 ft
- Distance from E to C: 4 ft
- There is a triangular distributed load \(w\) starting from point A to D.
- A point load \(P\) is applied at point B.
---
#### Part C
**Determine the moment at point \(D\).**
**Express your answer in kilopound-feet to three significant figures.**
\[M_D = \]
---
#### Part D
**Determine the normal force at point \(E\).**
**Express your answer in kilopounds to three significant figures.**
\[N_E = \]
---
**Instructions for solving the problem:**
1. **Point \(A\)** to **Point \(D\)**: Consider the effect of the triangular distributed load \(w\) which linearly increases from \(0 \, \text{kip/ft}\) at A to \(1.9 \, \text{kip/ft}\) at D.
2. **Point \(D\)** to **Point \(B\)**: Consider the uniform loading and the point load \(P\) at B.
3. **Point \(B\)** to **Point \(E\)**.
4. **Moment Calculation**: Use the appropriate formulas and reference points to determine the moment at D.
5. **Normal Force Calculation**: Analyze the forces acting at point E considering both the external loads and reactions.
The calculated moment \(M_D\) and normal force \(N_E\) should be expressed accurately to three significant figures for precision.
Feel free](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F995b5b40-26b1-420f-ae4c-d7493773d7f9%2Fac27ca0d-32ff-43e7-a838-56e5a63c0afb%2Fc8btfth_processed.jpeg&w=3840&q=75)
Transcribed Image Text:### Beam Analysis Problem
#### Problem Statement
Consider the beam shown in **Figure 1**. Take \(P = 2 \, \text{kip}\) and \(w = 1.9 \, \text{kip/ft}\). Point \(E\) is just to the right of the 2-kip load. Follow the sign convention.
---
#### Figure 1
*Description of Figure 1*:
- A simply supported beam diagram.
- Supports at points A and C.
- Point loads and distributed loads on the beam.
- Point A is at the left end, point C at the right end.
- The beam elements are provided with the following distances:
- Distance from A to D: 6 ft
- Distance from D to B: 6 ft
- Distance from B to E: 4 ft
- Distance from E to C: 4 ft
- There is a triangular distributed load \(w\) starting from point A to D.
- A point load \(P\) is applied at point B.
---
#### Part C
**Determine the moment at point \(D\).**
**Express your answer in kilopound-feet to three significant figures.**
\[M_D = \]
---
#### Part D
**Determine the normal force at point \(E\).**
**Express your answer in kilopounds to three significant figures.**
\[N_E = \]
---
**Instructions for solving the problem:**
1. **Point \(A\)** to **Point \(D\)**: Consider the effect of the triangular distributed load \(w\) which linearly increases from \(0 \, \text{kip/ft}\) at A to \(1.9 \, \text{kip/ft}\) at D.
2. **Point \(D\)** to **Point \(B\)**: Consider the uniform loading and the point load \(P\) at B.
3. **Point \(B\)** to **Point \(E\)**.
4. **Moment Calculation**: Use the appropriate formulas and reference points to determine the moment at D.
5. **Normal Force Calculation**: Analyze the forces acting at point E considering both the external loads and reactions.
The calculated moment \(M_D\) and normal force \(N_E\) should be expressed accurately to three significant figures for precision.
Feel free
The beam diagram is shown with the following details:
- The horizontal beam is supported by a pin at point \( A \) and a roller at point \( C \).
- There is a uniformly distributed load \( w \) acting over the segment from point \( A \) to point \( B \) (a distance of 12 ft).
- A concentrated force \( P \) is acting downward at point \( B \).
- Points on the beam are marked as follows: \( A \), \( B \), \( D \), and \( C \) with respective distances between them:
- \( A \) to \( D \) = 6 ft
- \( D \) to \( B \) = 6 ft
- \( B \) to \( E \) = 4 ft
- \( E \) to \( C \) = 4 ft
### Questions and Procedures
**Part A: Determining the Normal Force at Point \( D \)**
- **Question:**
Determine and express the normal force at point \( D \) in kilopounds (kip) to three significant figures.
- **Required Answer Format:**
\[
N_D = \_\_\_\_\_\_\_\_ \text{ kip}
\]
- **Submission:**
Use the input box to type in the calculated value and press 'Submit' to validate your answer.
**Part B: Determining the Shear Force at Point \( D \)**
- **Question:**
Determine and express the shear force at point \( D \) in kilopounds (kip) to three significant figures.
- **Required Answer Format:**
\[
V_D = \_\_\_\_\_\_\_\_ \text{ kip}
\]
- **Submission:**
Use the input box to type in the calculated value and](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F995b5b40-26b1-420f-ae4c-d7493773d7f9%2Fac27ca0d-32ff-43e7-a838-56e5a63c0afb%2Fnonce0k_processed.jpeg&w=3840&q=75)
Transcribed Image Text:### Beam Analysis Problem Statement
**Diagram and Setup:**
Consider the beam shown in the diagram (Figure 1). In this problem, the following forces and parameters are provided:
- \( P = 2 \text{ kip} \)
- \( w = 1.9 \text{ kip/ft} \)
Point \( E \) is located just to the right of the 2-kip load (force \( P \)). Follow the indicated sign convention for your calculations.
**Diagram Explanation:**
The beam diagram is shown with the following details:
- The horizontal beam is supported by a pin at point \( A \) and a roller at point \( C \).
- There is a uniformly distributed load \( w \) acting over the segment from point \( A \) to point \( B \) (a distance of 12 ft).
- A concentrated force \( P \) is acting downward at point \( B \).
- Points on the beam are marked as follows: \( A \), \( B \), \( D \), and \( C \) with respective distances between them:
- \( A \) to \( D \) = 6 ft
- \( D \) to \( B \) = 6 ft
- \( B \) to \( E \) = 4 ft
- \( E \) to \( C \) = 4 ft
### Questions and Procedures
**Part A: Determining the Normal Force at Point \( D \)**
- **Question:**
Determine and express the normal force at point \( D \) in kilopounds (kip) to three significant figures.
- **Required Answer Format:**
\[
N_D = \_\_\_\_\_\_\_\_ \text{ kip}
\]
- **Submission:**
Use the input box to type in the calculated value and press 'Submit' to validate your answer.
**Part B: Determining the Shear Force at Point \( D \)**
- **Question:**
Determine and express the shear force at point \( D \) in kilopounds (kip) to three significant figures.
- **Required Answer Format:**
\[
V_D = \_\_\_\_\_\_\_\_ \text{ kip}
\]
- **Submission:**
Use the input box to type in the calculated value and
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