The beam is A992 steel. For the loading shown, determine the 600 lb/ft slope at A and the deflection at C. W14x 26 9 kip 8 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The image illustrates a structural engineering problem involving a beam. Here's the detailed description:

**Text:**
The beam is A992 steel. For the loading shown, determine the slope at A and the deflection at C.

**Diagram Details:**

- **Beam Type:** W14 × 26 steel beam.
- **Load Distribution:**
  - A uniformly distributed load (UDL) of 600 lb/ft is applied across the beam from point A to B.
  - A concentrated load of 9 kips is applied downward at point C.
- **Supports:**
  - Left support at point A is a pin support.
  - Right support at point B is a roller support.
  
- **Dimensions:**
  - Distance from A to C is 4 ft.
  - Distance from C to B is 8 ft.

The task is to determine the slope at point A and the deflection at point C due to the applied loads. 

This setup is commonly used in structural analysis to understand how various forces and supports affect the behavior of a beam under load.
Transcribed Image Text:The image illustrates a structural engineering problem involving a beam. Here's the detailed description: **Text:** The beam is A992 steel. For the loading shown, determine the slope at A and the deflection at C. **Diagram Details:** - **Beam Type:** W14 × 26 steel beam. - **Load Distribution:** - A uniformly distributed load (UDL) of 600 lb/ft is applied across the beam from point A to B. - A concentrated load of 9 kips is applied downward at point C. - **Supports:** - Left support at point A is a pin support. - Right support at point B is a roller support. - **Dimensions:** - Distance from A to C is 4 ft. - Distance from C to B is 8 ft. The task is to determine the slope at point A and the deflection at point C due to the applied loads. This setup is commonly used in structural analysis to understand how various forces and supports affect the behavior of a beam under load.
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