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- • D 6 ft 14. B -4 ft E 4 ft 1 of 1 Determine the shear force at point E. Express your answer in kilopounds to three significant figures. VE = Submit Part F IVE ΑΣΦ ↓↑ vec ME= Request Answer Determine the moment at point E. Express your answer in kilopound-feet to three significant figures. [5] ΑΣΦ ? vec ? kip 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- • D 6 ft 14. B -4 ft E 4 ft 1 of 1 Determine the shear force at point E. Express your answer in kilopounds to three significant figures. VE = Submit Part F IVE ΑΣΦ ↓↑ vec ME= Request Answer Determine the moment at point E. Express your answer in kilopound-feet to three significant figures. [5] ΑΣΦ ? vec ? kip kip.ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
This figure shows a beam supported at three points: \( A \), \( B \), and \( C \). The lengths of the segments between these supports are:
- \( 6 \text{ ft} \) from \( A \) to \( B \)
- \( 6 \text{ ft} \) from \( B \) to \( D \)
- \( 4 \text{ ft} \) from \( D \) to \( E \)
- \( 4 \text{ ft} \) from \( E \) to \( C \)
There is a uniform distributed load \( w = 1.9 \text{ kip/ft} \) over the span from \( A \) to \( D \). There is a concentrated load \( P = 2 \text{ kip} \) acting downward at point \( D \). Point \( E \) is just to the right of the 2-kip load.
---
#### Part E
**Determine the shear force at point \( E \).**
Express your answer in kilopounds to three significant figures.
\[ V_E = \quad \text{kip} \]
---
#### Part F
**Determine the moment at point \( E \).**
Express your answer in kilopound-feet to three significant figures.
\[ M_E = \quad \text{kip} \cdot \text{ft} \]
---
**Instructions:**
1. Use the provided beam diagram to analyze the forces and moments.
2. Follow the sign convention for shear force and bending moment.
3. Ensure your answers are accurate up to three significant figures.
If you need further explanation or assistance with the steps, please refer to the additional resources provided on this educational website.
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Transcribed Image Text:---
### Beam Analysis Problem
#### 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
This figure shows a beam supported at three points: \( A \), \( B \), and \( C \). The lengths of the segments between these supports are:
- \( 6 \text{ ft} \) from \( A \) to \( B \)
- \( 6 \text{ ft} \) from \( B \) to \( D \)
- \( 4 \text{ ft} \) from \( D \) to \( E \)
- \( 4 \text{ ft} \) from \( E \) to \( C \)
There is a uniform distributed load \( w = 1.9 \text{ kip/ft} \) over the span from \( A \) to \( D \). There is a concentrated load \( P = 2 \text{ kip} \) acting downward at point \( D \). Point \( E \) is just to the right of the 2-kip load.
---
#### Part E
**Determine the shear force at point \( E \).**
Express your answer in kilopounds to three significant figures.
\[ V_E = \quad \text{kip} \]
---
#### Part F
**Determine the moment at point \( E \).**
Express your answer in kilopound-feet to three significant figures.
\[ M_E = \quad \text{kip} \cdot \text{ft} \]
---
**Instructions:**
1. Use the provided beam diagram to analyze the forces and moments.
2. Follow the sign convention for shear force and bending moment.
3. Ensure your answers are accurate up to three significant figures.
If you need further explanation or assistance with the steps, please refer to the additional resources provided on this educational website.
---
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