Find the spring force if EI= 2*108 kN.cm² and the Flexibility of the spring P = 0.125 cm/kN. 2 kN/m a EI d k 4m² b EI * k 6m BC TITT K = 800 kN/m Answers in structures lectures: RB = 3.584 kN ETABS Answers: RB = 3.64 kN
Find the spring force if EI= 2*108 kN.cm² and the Flexibility of the spring P = 0.125 cm/kN. 2 kN/m a EI d k 4m² b EI * k 6m BC TITT K = 800 kN/m Answers in structures lectures: RB = 3.584 kN ETABS Answers: RB = 3.64 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![**Transcription for Educational Website:**
---
### Problem Statement
**Find the spring force if \( EI = 2 \times 10^8 \, \text{kN} \cdot \text{cm}^2 \) and the flexibility of the spring \( F = 0.125 \, \text{cm/kN} \).**
### Diagram Explanation
- The diagram is a structural analysis problem with a beam supported at three points: \( a \), \( b \), and \( c \).
- The beam is divided into two segments:
- Segment \( ab \): Length of 4 meters.
- Segment \( bc \): Length of 6 meters.
- There is a uniformly distributed load of \( 2 \, \text{kN/m} \) across segment \( bc \).
- The spring is located at point \( b \), characterized by a stiffness \( K = 800 \, \text{kN/m} \).
- The beam sections marked as \( EI \) denote their flexural rigidity.
### Calculated Results
- **Answers from structures lectures:** \( R_B = 3.584 \, \text{kN} \)
- **ETABS Analysis Answer:** \( R_B = 3.64 \, \text{kN} \)
---](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7e6cfa33-9eb3-4af5-97ca-e4ed8ab92956%2F9e7867fd-af96-45e2-b5b3-d7c5f6b8607b%2Fo1g4i5p_processed.jpeg&w=3840&q=75)
Transcribed Image Text:**Transcription for Educational Website:**
---
### Problem Statement
**Find the spring force if \( EI = 2 \times 10^8 \, \text{kN} \cdot \text{cm}^2 \) and the flexibility of the spring \( F = 0.125 \, \text{cm/kN} \).**
### Diagram Explanation
- The diagram is a structural analysis problem with a beam supported at three points: \( a \), \( b \), and \( c \).
- The beam is divided into two segments:
- Segment \( ab \): Length of 4 meters.
- Segment \( bc \): Length of 6 meters.
- There is a uniformly distributed load of \( 2 \, \text{kN/m} \) across segment \( bc \).
- The spring is located at point \( b \), characterized by a stiffness \( K = 800 \, \text{kN/m} \).
- The beam sections marked as \( EI \) denote their flexural rigidity.
### Calculated Results
- **Answers from structures lectures:** \( R_B = 3.584 \, \text{kN} \)
- **ETABS Analysis Answer:** \( R_B = 3.64 \, \text{kN} \)
---
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