Show calculations for the reactions at A and E, and the free body diagram of thesectioned-end members.Sketch the normal force, shear force, bending moment diagrams, and the deformed shape for the frameshown below. The diagram illustrates a structural frame with two beams, BC and CD, connected at a hinge C. Here's a detailed description:- **Members and Supports:** - The frame consists of two horizontal beams, BC and CD, and two vertical columns, AB and DE. - There is a hinge at point C, connecting the two beams. - The base of each vertical column is supported at points A and E.- **Dimensions:** - Each horizontal beam, BC and CD, has a length of 12 feet. - Each vertical column, AB and DE, has a height of 12 feet.- **Loads:** - A uniformly distributed load of \(w = 2 \text{ kips/ft}\) is applied horizontally to the left on member AB. - A uniformly distributed load of \(w = 4 \text{ kips/ft}\) is applied horizontally to the right on member DE.This setup illustrates a typical structural frame with differing loads applied on each side, highlighting the analysis of forces and stability in structural engineering.

Given: Required: Reaction force Normal force diagram, shear force diagram, bending moment diagram and qualitative deformed shape

Engineering

Civil Engineering

Show calculations for the reactions at A and E, and the free body diagram of the sectioned-end members. Sketch the normal force, shear force, bending moment diagrams, and the deformed shape for the frame shown below.

Show calculations for the reactions at A and E, and the free body diagram of the sectioned-end members. Sketch the normal force, shear force, bending moment diagrams, and the deformed shape for the frame shown below.

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Show calculations for the reactions at A and E, and the free body diagram of the
sectioned-end members.

Sketch the normal force, shear force, bending moment diagrams, and the deformed shape for the frame
shown below.

The diagram illustrates a structural frame with two beams, BC and CD, connected at a hinge C. Here's a detailed description:

- **Members and Supports:**
- The frame consists of two horizontal beams, BC and CD, and two vertical columns, AB and DE.
- There is a hinge at point C, connecting the two beams.
- The base of each vertical column is supported at points A and E.

- **Dimensions:**
- Each horizontal beam, BC and CD, has a length of 12 feet.
- Each vertical column, AB and DE, has a height of 12 feet.

- **Loads:**
- A uniformly distributed load of \(w = 2 \text{ kips/ft}\) is applied horizontally to the left on member AB.
- A uniformly distributed load of \(w = 4 \text{ kips/ft}\) is applied horizontally to the right on member DE.

This setup illustrates a typical structural frame with differing loads applied on each side, highlighting the analysis of forces and stability in structural engineering.

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