: Determine the deflection and rotation at the end of the foliowing peam. Use E = 29,000 ksi, lAB = 500 in4 (from A to B), anu IBc = 200 in4 (from B to C). 50 kip-ft +34 6' What is the deflection of the tip in inches (three decimal places) Type your answer. What is the rotation at the tip in radians (3 significant figures) Type your answer.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Structural mechanics 

### Beam Deflection and Rotation Problem

Determine the deflection and rotation at the end of the following beam. Use:
- \( E = 29,000 \, \text{ksi} \)
- \( I_{AB} = 500 \, \text{in}^4 \) (from A to B)
- \( I_{BC} = 200 \, \text{in}^4 \) (from B to C)

#### Diagram Explanation

The diagram represents a beam fixed at point A, with a total length of 9 feet (6 feet from A to B and 3 feet from B to C). A moment of 50 kip·ft is applied at the free end of the beam (point C).

#### Questions

1. **What is the deflection of the tip in inches (three decimal places)?**

   *Type your answer...*

2. **What is the rotation at the tip in radians (3 significant figures)?**

   *Type your answer...*
Transcribed Image Text:### Beam Deflection and Rotation Problem Determine the deflection and rotation at the end of the following beam. Use: - \( E = 29,000 \, \text{ksi} \) - \( I_{AB} = 500 \, \text{in}^4 \) (from A to B) - \( I_{BC} = 200 \, \text{in}^4 \) (from B to C) #### Diagram Explanation The diagram represents a beam fixed at point A, with a total length of 9 feet (6 feet from A to B and 3 feet from B to C). A moment of 50 kip·ft is applied at the free end of the beam (point C). #### Questions 1. **What is the deflection of the tip in inches (three decimal places)?** *Type your answer...* 2. **What is the rotation at the tip in radians (3 significant figures)?** *Type your answer...*
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