Influence lines (concentrated load system)(with the problem this time)

  • Thread starter Thread starter mohamadh95
  • Start date Start date
  • Tags Tags
    Lines Load Time
AI Thread Summary
The discussion focuses on determining the absolute maximum moment in a beam subjected to a system of concentrated loads. It clarifies that the maximum moment will likely not occur at the center of the beam due to asymmetrical loading. The principle of superposition is emphasized as a method to analyze the effects of multiple loads by considering them individually and summing their impacts. Additionally, the importance of identifying the correct cut location on the beam and the relationship between the maximum moment and the center of gravity of the load system is highlighted. The provided resources aim to assist with influence line calculations for better understanding.
mohamadh95
Messages
43
Reaction score
0
I started by getting the equation for the reaction(which is really simple). I'm a bit confused here, they're asking for the absolute maximum moment, but they're not locating the location of where the maximum moment will occur, should I assume it's happening on the middle of the beam? And another question, how can I find the value of this maximum moment, I'm normally accustomed to a concentrated load, or a uniformally distributed load, but not a system of concentrated forces. Thank you.

https://www.dropbox.com/s/5rngrqme4fv929y/2013-08-15 17.52.30.jpg
 
Physics news on Phys.org
mohamadh95 said:
I'm a bit confused here, they're asking for the absolute maximum moment, but they're not locating the location of where the maximum moment will occur, should I assume it's happening on the middle of the beam?

No, the location of the maximum moment probably will not be in the center of the beam. The beam is not loaded symmetrically.

mohamadh95 said:
And another question, how can I find the value of this maximum moment, I'm normally accustomed to a concentrated load, or a uniformally distributed load, but not a system of concentrated forces.

You are forgetting one critically aspect of analyzing beams. Multiple loads can be treated using the principle of superposition, i.e., find the effect of one load at a time on the beam, and then add up the effects of a series of single loads to find the total effect of ALL the loads on the beam.

The superposition principle also works with influence lines.
 
SteamKing said:
No, the location of the maximum moment probably will not be in the center of the beam. The beam is not loaded symmetrically.
You are forgetting one critically aspect of analyzing beams. Multiple loads can be treated using the principle of superposition, i.e., find the effect of one load at a time on the beam, and then add up the effects of a series of single loads to find the total effect of ALL the loads on the beam.

The superposition principle also works with influence lines.

Could you provide some more information? Because I don't know where I should take the cut on the beam.
Ohh and something else should I find the center of gravity of the load system(Gx)? Is the location where maximum moment occur equal to Gx?
 
Last edited:
The following should help you with your influence line calculation:
http://www.mm.anadolu.edu.tr/insaat/icerik/dersnotlari/ins313/influencelines.pdf
 
Last edited by a moderator:
SteamKing said:
The following should help you with your influence line calculation:
http://www.mm.anadolu.edu.tr/insaat/icerik/dersnotlari/ins313/influencelines.pdf
Thank you, this was helpful.
 
Last edited by a moderator:
Back
Top