Why Is the Unit Load Not Considered When Moved to B in Truss Analysis?

In summary, the conversation is about understanding the meaning of the equation when 1 unit load is moved at C and how it should be represented in the equation of vertical forces. The author questions why the unit load is not considered when it is moved to B and why the author used 0.25 instead of FBH in the equation. The expert summarizer does not provide any response or explanation to the questions, only a summary of the conversation.
  • #1
fonseh
529
2

Homework Statement


Pls refer to the second photo , the red line part ...I don't understand the meaning of when 1 unit load move at C , the unit load is inclusive in the right system... I can understand the FBG sin45 + 1 = RE

Homework Equations

The Attempt at a Solution


When the in unit load move at b , shouldn't the equation become like this ? FBG sin45 + 1 = RE

Why the author didn't consider the unit load when the unit load is moved to B ?
 

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  • #2
When 1 unit load moved to B , the equation of vertical forces should be like this , right ? 1-FBGsin45 - FBH = 0.25 , i don't understand why the author used 0.25-FGBsin45 = 0 , by dosing so , he ignored the unit load and also the FBH... How can it be correct ?
 
  • #3
BUMP
 

What is an influence line for trusses?

An influence line for trusses is a graphical representation of the effect of a unit load on any point of a truss structure. It shows the variation of a specific response, such as internal forces or deflection, at a given point on the truss as the unit load moves along the truss.

How is an influence line for trusses constructed?

An influence line for trusses is constructed by moving a unit load along the truss and calculating the response at the desired point. The calculated response values are then plotted against the position of the unit load, resulting in a graphical representation of the response variation.

What is the purpose of an influence line for trusses?

The purpose of an influence line for trusses is to determine the maximum or critical response at a specific point on the truss due to a unit load. It is also used to identify the location of the maximum response and to determine the effect of moving the load to different positions on the truss.

What are the benefits of using influence lines for trusses?

Influence lines for trusses can help engineers in designing and analyzing truss structures by providing a visual representation of the response variation. They can also aid in identifying critical members and determining the best placement of loads on the truss to minimize the response.

Are there any limitations to using influence lines for trusses?

Yes, there are limitations to using influence lines for trusses. They are only accurate for linear elastic structures and do not take into account any non-linear behavior. Additionally, they assume that the truss members are rigid and do not consider any deformations of the truss due to the applied load.

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