Q3 Draw the shear and moment diagrams for each member of the frame. Assume the frame is pin connected at A, and C is a roller. 4 k/ft 15 k 4 ft 10 k+ 4 ft B -10 ft C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The image contains a problem statement and a structural diagram for educational purposes.

**Text:**

Q3. Draw the shear and moment diagrams for each member of the frame. Assume the frame is pin connected at A, and C is a roller.

**Diagram Explanation:**

The diagram illustrates a rigid frame structure with three main components:

- **Supports:**
  - Point A: Pin connection at the base of the vertical member.
  - Point C: Roller support at the end of the horizontal member.

- **Members:**
  - A vertical member (AB) that is 8 feet tall (4 feet between A and the horizontal load, and another 4 feet between the horizontal load and B).
  - A horizontal beam (BC) that extends 10 feet from B to C.

- **Loads:**
  - A concentrated vertical load of 15 kips at point B.
  - A concentrated horizontal load of 10 kips acting on the vertical member at mid-height.
  - A uniformly distributed load of 4 kips per foot acting on the horizontal member from B to C.

This problem involves determining the internal shear forces and bending moments for each section of the frame. The task requires creating shear and moment diagrams based on the given loads and supports.
Transcribed Image Text:The image contains a problem statement and a structural diagram for educational purposes. **Text:** Q3. Draw the shear and moment diagrams for each member of the frame. Assume the frame is pin connected at A, and C is a roller. **Diagram Explanation:** The diagram illustrates a rigid frame structure with three main components: - **Supports:** - Point A: Pin connection at the base of the vertical member. - Point C: Roller support at the end of the horizontal member. - **Members:** - A vertical member (AB) that is 8 feet tall (4 feet between A and the horizontal load, and another 4 feet between the horizontal load and B). - A horizontal beam (BC) that extends 10 feet from B to C. - **Loads:** - A concentrated vertical load of 15 kips at point B. - A concentrated horizontal load of 10 kips acting on the vertical member at mid-height. - A uniformly distributed load of 4 kips per foot acting on the horizontal member from B to C. This problem involves determining the internal shear forces and bending moments for each section of the frame. The task requires creating shear and moment diagrams based on the given loads and supports.
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