We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2. The value of EI is 5·10^7 kip-in2 for both members. The effect of axial deformations is neglected. You are asked to solve the structure; that is, calculate the support reactions and the internal loading diagrams. **Figure 1: Structural Load Diagram**This diagram represents a structural frame with three points labeled A, B, and C. The frame is subjected to external loads and consists of vertical and horizontal members arranged in an L-shape.- **Points and Members:** - Point A is at the bottom left and is a fixed support. - Points B and C are connected by a horizontal member. Point B is 20 feet above Point A. Point C is supported by a roller. - The horizontal member BC is 20 feet long.- **Loads:** - A horizontal load of 5 kips acts to the left at Point B. - A vertical load of 10 kips acts downward at Point C. - **Dimensions:** - The vertical member (AB) is 20 feet tall. - The horizontal member (BC) is also 20 feet in length.This diagram is typically used in structural analysis to determine the reactions at the supports and internal forces within the structure.

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Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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We are given the statically indeterminate structure in Fig. 1, with a degree of indeterminacy of 2. The value of EI is 5·10^7 kip-in2 for both members. The effect of axial deformations is neglected. You are asked to solve the structure; that is, calculate the support reactions and the internal loading diagrams.

**Figure 1: Structural Load Diagram**

This diagram represents a structural frame with three points labeled A, B, and C. The frame is subjected to external loads and consists of vertical and horizontal members arranged in an L-shape.

- **Points and Members:**
- Point A is at the bottom left and is a fixed support.
- Points B and C are connected by a horizontal member. Point B is 20 feet above Point A. Point C is supported by a roller.
- The horizontal member BC is 20 feet long.

- **Loads:**
- A horizontal load of 5 kips acts to the left at Point B.
- A vertical load of 10 kips acts downward at Point C.

- **Dimensions:**
- The vertical member (AB) is 20 feet tall.
- The horizontal member (BC) is also 20 feet in length.

This diagram is typically used in structural analysis to determine the reactions at the supports and internal forces within the structure.

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