Understanding Distributed Load Forces: Causes and Effects on Objects

AI Thread Summary
The discussion focuses on the direction of distributed loads in engineering mechanics, specifically why they may act upward rather than downward. It highlights that the author of the reference material uses a positive direction for loads, which can lead to confusion regarding gravity's influence. The conversation suggests that distributed loads can represent various real-world scenarios, such as wind loads on structural members, where gravity acts along a different axis. Participants emphasize the importance of maintaining consistent sign conventions in calculations, regardless of the load's direction. Understanding these principles aids in applying mechanics to practical engineering situations.
chetzread
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Homework Statement


why the force of distributed act upward?
GBQUAlN.jpg

RBSaoNE.jpg

Homework Equations

The Attempt at a Solution


why shouldn't it act downward due to gravity pull?
 
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chetzread said:

Homework Statement


why the force of distributed act upward?
GBQUAlN.jpg

RBSaoNE.jpg

Homework Equations

The Attempt at a Solution


why shouldn't it act downward due to gravity pull?
If you read the text in the book, the author has chosen to show the loads acting in their positive direction. which is why F is pointing up rather than down, like a gravity load.
 
What do you think would change in the equations if you take the load to act downwards?

As long as you keep stable the sign conventions through the whole derivation, nothing changes in the equations.
 
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You may be assuming that the distributed load is against gravity. This problem could be a model of a structural member such as a window mullion carrying a distributed wind load, where gravity is a force along the axis of the member.
 
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pongo38 said:
You may be assuming that the distributed load is against gravity. This problem could be a model of a structural member such as a window mullion carrying a distributed wind load, where gravity is a force along the axis of the member.
Do you mean the author assume the beam carrying win load , so the forces act upwards?
 
I don't know what the author assumed. I am just indicating that you have made an assumption that the distributed load is acting vertically, when it might just be acting horizontally if you regard the diagram (a) given as a plan., rather than as an elevation. All this doesn't affect the calculations, but helps you understand a possible application of the mechanics that does occur in everyday engineering practice.
 
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