Beam Moment Solution: Finding EIy for P/2 Force in Standard

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The discussion revolves around the calculation of the beam moment solution, specifically questioning the inclusion of only one P/2 force in the initial solution. Participants express confusion about the correct formulation of the equation for EIy, with one suggesting an alternative equation. There is a debate about the definition of moment being used, with references to the algebraic sum of moments on one side of the section. The conversation indicates a lack of clarity on how the moment definitions relate to the problem at hand. Overall, the thread highlights the complexities involved in understanding beam moment calculations in structural analysis.
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Homework Statement


for the first line of solution , i don't undertsand why the author only include one P/2 force only...
RgPa5cd.jpg

Homework Equations

The Attempt at a Solution


I think it should be EIy" = 0.5Px -P(x-0.5L) -0.5P(L-x) , am i right?
 
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chetzread said:

Homework Statement


for the first line of solution , i don't undertsand why the author only include one P/2 force only...
RgPa5cd.jpg

Homework Equations

The Attempt at a Solution


I think it should be EIy" = 0.5Px -P(x-0.5L) -0.5P(L-x) , am i right?
What definition of moment are you using?
 
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pongo38 said:
What definition of moment are you using?
Moment about point x
 
chetzread said:
Moment about point x
That is not a definition. see my reply to another of your questions
 
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pongo38 said:
That is not a definition. see my reply to another of your questions
i am using the first one (algebraic sum of the moments on ONE SIDE of the section.
 
pongo38 said:
That is not a definition. see my reply to another of your questions
how does this question related to the question that i asked in another thread?
 
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