Beam deflection integration help

In summary: It's not clear what you are asking. Why the author ignore the moment 0.5P( L-x)?In singularity function, <x-a> = 0 only if x<a , and <x-a> =1 if x > a , but, in this question, x is drawn beyond 0.5: (a) , am i right?So, there's also a possibility of <x-a> =1 , am i right?
  • #1
chetzread
801
1

Homework Statement


can someone explain about the RHS of EIy' and EIy'' ?
how to get the RHS of EIy" from RHS of EIy' ??
It's not integration of dx , am i right?
BT25I3i.jpg

Homework Equations

The Attempt at a Solution


if it's integration of dx, it should look like this , right?[/B]
EIy' = 0.25P(x^2) - 0.5P(x^2) +0.5PLx ??
 
Physics news on Phys.org
  • #2
chetzread said:

Homework Statement


can someone explain about the RHS of EIy' and EIy'' ?
how to get the RHS of EIy" from RHS of EIy' ??
It's not integration of dx , am i right?

Why don't you think it's integration to go from EIy" to EIy'? What else would it be?
BT25I3i.jpg

Homework Equations

The Attempt at a Solution


if it's integration of dx, it should look like this , right?[/B]
EIy' = 0.25P(x^2) - 0.5P(x^2) +0.5PLx ??[/QUOTE]

Not necessarily.
 
  • #3
SteamKing said:
Why don't you think it's integration to go from EIy" to EIy'? What else would it be?
BT25I3i.jpg

Homework Equations

The Attempt at a Solution


if it's integration of dx, it should look like this , right?[/B]
EIy' = 0.25P(x^2) - 0.5P(x^2) +0.5PLx ??

Not necessarily.[/QUOTE]for the EIy" , why shouldn't it = 0.5Px - P(x-0.5L) - 0.5P( L-x) ??
 
  • #4
chetzread said:
Not necessarily.
for the EIy" , why shouldn't it = 0.5Px - P(x-0.5L) - 0.5P( L-x) ??[/QUOTE]
It's hard to make out from the image provided, but it appears you start with:

##EIy" = \frac{1}{2} Px - P<x-L>##

Now, the expression P<x-L> usually represents some kind of singularity function, and you don't split up the expression inside the <>.
These expressions usually have some special integration rules which must be followed.
 
  • Like
Likes chetzread
  • #5
does the author left out something ? as we can see from the diagram , there are 2 P/2 force at 2 different ends...
 
Last edited:
  • #6
chetzread said:
It's hard to make out from the image provided, but it appears you start with:

##EIy" = \frac{1}{2} Px - P<x-L>##

Now, the expression P<x-L> usually represents some kind of singularity function, and you don't split up the expression inside the <>.
These expressions usually have some special integration rules which must be followed.
##EIy" = \frac{1}{2} Px - P<x-L>## this is the author's idea , my idea is = 0.5Px - P(x-0.5L) - 0.5P( L-x)
Which is correct ? the author ? or me ?[/QUOTE]
Obviously, the author is the expert on the interpretation of his own text.

You are not allowed to make up your own mathematics if it does not follow what the author intends.
 
  • #7
SteamKing said:
##EIy" = \frac{1}{2} Px - P<x-L>## this is the author's idea , my idea is = 0.5Px - P(x-0.5L) - 0.5P( L-x)

why the author ignore the moment 0.5P( L-x) ?
 
  • #8
for this question, why did C2=0?
in singularity function, <x-a> = 0 only if x<a , and <x-a> =1 if x > a ,
but, in this question, x is drawn beyond 0.5: (a) , am i right?
So, there's also a possibility of <x-a> =1 , am i right?
 

1. What is beam deflection integration?

Beam deflection integration is a method used in structural engineering and mechanics to determine the deflection of a beam under a given load. It involves integrating the bending moment equation to find the beam's deflection at a specific point.

2. Why is beam deflection integration important?

Beam deflection integration is important because it allows engineers to accurately predict the behavior of a beam under load. This information is crucial in designing safe and efficient structures.

3. How is beam deflection integration calculated?

Beam deflection integration is calculated by using the bending moment equation, which takes into account the beam's properties such as its length, material, and load applied. The equation is then integrated to find the deflection at a specific point.

4. What factors affect beam deflection?

The main factors that affect beam deflection include the beam's length, material properties, cross-sectional shape and size, and the amount and location of the load applied. Temperature changes and support conditions can also impact deflection.

5. Can beam deflection integration be used for all types of beams?

Beam deflection integration can be used for most types of beams, including simple beams, cantilever beams, continuous beams, and overhanging beams. However, it may not be applicable for more complex beam configurations and non-linear material behavior.

Similar threads

  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
18
Views
3K
  • Engineering and Comp Sci Homework Help
Replies
5
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
11
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
2K
  • Engineering and Comp Sci Homework Help
Replies
3
Views
4K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
  • Engineering and Comp Sci Homework Help
Replies
1
Views
1K
Back
Top