10 kips w= 5 kipw/ft 32 kip.ft D E.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Write the equations for shear and bending moments throughout the structures shown using the x coordinate(s) given.

The image shows a structural diagram of a beam with various forces acting on it. Here's a detailed description:

1. **Beam Overview**: The beam extends horizontally from point A to point D, supported underneath at point B by what appears to be a simple support, and at point D by a roller support.

2. **Forces**:

   - **Point Load at A**: There is a downward point load of 10 kips acting vertically at the far left end of the beam at point A.
   
   - **Distributed Load Between A and C**: From point A to a point C along the beam, there is a uniformly distributed load denoted as \( w = 5 \, \text{kips/ft} \).

   - **Moment at D**: At the right end of the beam at point D, there is a clockwise moment of 32 kip-ft.

3. **Dimensions**:

   - The distance from A to B is 4 feet.
   
   - The distance from B to C is 3 feet.
   
   - The distance from C to D is 6 feet.

The entire diagram illustrates the loading conditions on a beam, typical for structural analysis in civil engineering. The loads and supports are essential for calculating reactions at supports and internal beam stresses.
Transcribed Image Text:The image shows a structural diagram of a beam with various forces acting on it. Here's a detailed description: 1. **Beam Overview**: The beam extends horizontally from point A to point D, supported underneath at point B by what appears to be a simple support, and at point D by a roller support. 2. **Forces**: - **Point Load at A**: There is a downward point load of 10 kips acting vertically at the far left end of the beam at point A. - **Distributed Load Between A and C**: From point A to a point C along the beam, there is a uniformly distributed load denoted as \( w = 5 \, \text{kips/ft} \). - **Moment at D**: At the right end of the beam at point D, there is a clockwise moment of 32 kip-ft. 3. **Dimensions**: - The distance from A to B is 4 feet. - The distance from B to C is 3 feet. - The distance from C to D is 6 feet. The entire diagram illustrates the loading conditions on a beam, typical for structural analysis in civil engineering. The loads and supports are essential for calculating reactions at supports and internal beam stresses.
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