The following structure has pin reactions are given.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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beam x from c-d 

**Question 3:**

**Determine an equation for moment as a function of position along the beam (x) from C to D.**

*Note: This problem likely relates to structural analysis, where you need to calculate the bending moment at any point between points C and D on a beam. Typically, this involves using equilibrium equations and considering forces and moments acting on the beam section.*
Transcribed Image Text:**Question 3:** **Determine an equation for moment as a function of position along the beam (x) from C to D.** *Note: This problem likely relates to structural analysis, where you need to calculate the bending moment at any point between points C and D on a beam. Typically, this involves using equilibrium equations and considering forces and moments acting on the beam section.*
**Structural Engineering Example**

The following structure has pin supports at A and E, a slider joint at B, and a fixed joint at D. Support reactions are given.

**Diagram Explanation:**

1. **Supports and Joints:**
   - Support A: Indicated as a pin support with \( A_y = 0 \).
   - Joint B: A slider joint showing a 5kN force angled with a triangle indicating a ratio of 5:4 (4 is adjacent and 5 is opposite in reference to a 3-4-5 triangle), denoting a slope.
   - Support D: Fixed joint with reaction \( E_y = 9k \) and \( E_x = 3.35k \).

2. **Dimensions:**
   - Horizontal distance AB: 5 units
   - Horizontal distance BC: 7 units
   - Horizontal distance CD: 6 units
   - Vertical distance from E to the bottom: Encodes values with handwritten calculations.

3. **Load and Reactions:**
   - At point B: Handwritten notation shows components of forces and calculations resulting in \( x = \sqrt{52} \).
   - Reaction at point D: Horizontal and vertical reaction forces marked and labeled.
   - Indicates calculations for shear force at various members (e.g., BD).

4. **Instructions:**
   - Problem 1 requires the student to draw the shear diagram for member BD. This involves indicating all critical points and forces along member BD.
   - Requires identification of key values and locations on the diagram for analysis.

This diagram is useful for structural analysis, focusing on understanding load distribution and reaction forces in a multi-support system.
Transcribed Image Text:**Structural Engineering Example** The following structure has pin supports at A and E, a slider joint at B, and a fixed joint at D. Support reactions are given. **Diagram Explanation:** 1. **Supports and Joints:** - Support A: Indicated as a pin support with \( A_y = 0 \). - Joint B: A slider joint showing a 5kN force angled with a triangle indicating a ratio of 5:4 (4 is adjacent and 5 is opposite in reference to a 3-4-5 triangle), denoting a slope. - Support D: Fixed joint with reaction \( E_y = 9k \) and \( E_x = 3.35k \). 2. **Dimensions:** - Horizontal distance AB: 5 units - Horizontal distance BC: 7 units - Horizontal distance CD: 6 units - Vertical distance from E to the bottom: Encodes values with handwritten calculations. 3. **Load and Reactions:** - At point B: Handwritten notation shows components of forces and calculations resulting in \( x = \sqrt{52} \). - Reaction at point D: Horizontal and vertical reaction forces marked and labeled. - Indicates calculations for shear force at various members (e.g., BD). 4. **Instructions:** - Problem 1 requires the student to draw the shear diagram for member BD. This involves indicating all critical points and forces along member BD. - Requires identification of key values and locations on the diagram for analysis. This diagram is useful for structural analysis, focusing on understanding load distribution and reaction forces in a multi-support system.
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bottom enclose T o space d e t e r m i n e colon end enclose
E q u a t i o n space f o r space m o m e n t space a s space a space f u n c t i o n space o f space x space i n space s p a n space C D.

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