Angle of rotation in fixed end of beam

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Discussion Overview

The discussion centers around the concept of angle of rotation in beams with fixed ends, particularly in relation to fixed-end moments and shear forces. Participants are examining a specific problem involving beam supports and the implications of fixed versus pinned or roller supports.

Discussion Character

  • Homework-related, Technical explanation, Debate/contested

Main Points Raised

  • One participant questions the assertion that the fixed end moment is zero when the far end is pinned or roller supported, suggesting that the fixed end must resist shear force and therefore should have a non-zero angle of rotation.
  • Another participant requests clearer images to better understand the problem, indicating that the current images are unreadable.
  • There is a back-and-forth regarding the clarity of the images, with participants expressing confusion and seeking clarification on which images are problematic.
  • A participant uploads a new photo and asks for assistance, indicating an ongoing effort to clarify the problem.

Areas of Agreement / Disagreement

Participants do not appear to reach a consensus on the fixed end moment and angle of rotation, with differing views on the implications of fixed versus pinned supports. The discussion remains unresolved regarding the clarity of the images and the technical claims made.

Contextual Notes

Limitations include the unclear images that may hinder understanding of the problem, as well as the potential dependence on specific definitions of fixed and pinned supports that are not fully articulated in the discussion.

fonseh
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Homework Statement


In the first photo , i was told that the fixed end moment is zero when the far end is pinned or roller supported . Why in the example in the second and third photo( both end are fixed) , the angle is zero ?

Homework Equations

The Attempt at a Solution


I think it's wrong , because the fixed end must be able to resist shear force . In conjugate beam method , angle of rotation = shear force . So , as the fixed end can resist the moment , there must be some values for the angle if rotation , am i right ?
 

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Unfortunately your pictures are almost unreadable (and completely unreadable on a mobile device). Could we ask you to take a moment to generate your own images capturing the essential part of the problem?
 
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Nugatory said:
Unfortunately your pictures are almost unreadable (and completely unreadable on a mobile device). Could we ask you to take a moment to generate your own images capturing the essential part of the problem?
Which picture is not clear ?
 
They seem to look better than when I first looked at them. Did you fix them?
 
berkeman said:
They seem to look better than when I first looked at them. Did you fix them?
No, I didn't do anything to the diagram ...
 
new photo uploaded , can someone try to help now ?
 

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