Understanding Axial Loading On a Member

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SUMMARY

This discussion focuses on understanding axial loading on structural members, specifically the distinction between concentric and eccentric forces. Axial forces, which can be either compressive or tensile, act through the centroid of a member, while transverse forces do not. Participants clarify that only forces acting through the centroid are considered axial loads, while other forces, such as Forces 3 and 4, are categorized as transverse. The conversation emphasizes the importance of recognizing the direction and application of forces in structural analysis.

PREREQUISITES
  • Understanding of axial forces in structural mechanics
  • Familiarity with concepts of compression and tension
  • Knowledge of centroids and their significance in load distribution
  • Basic principles of beam and rod mechanics
NEXT STEPS
  • Study the principles of axial loading in structural engineering
  • Learn about the calculation of centroids in various shapes
  • Explore the effects of transverse loading on beams and rods
  • Investigate the differences between static and dynamic loading conditions
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in the analysis and design of load-bearing members will benefit from this discussion.

tomtomtom1
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Homework Statement
Understanding Axial Loading On A Member
Relevant Equations
Understanding Axial Loading On A Member
Hello all

I was hoping someone could explain Axial Forces with respect to the diagram below.

I know that Axial forces relate to compression or tension and if the forces go through the centriod then it is said to be concentric or if it is not going through the centriod then its said to be eccentric.

I know that Force 1 and 2 are forces that are causing the axial loading but doesn't Force 3 and 4 also cause the member to be in tension so why isn't Force 3 and 4 considered to be the axial loading?
AXFORCeS.JPG
I just want to get it correct in my head and I'm struggling.

Can someone explain?

Thanks
 
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tomtomtom1 said:
Homework Statement:: Understanding Axial Loading On A Member
Homework Equations:: Understanding Axial Loading On A Member

Hello all

I was hoping someone could explain Axial Forces with respect to the diagram below.

I know that Axial forces relate to compression or tension and if the forces go through the centriod then it is said to be concentric or if it is not going through the centriod then its said to be eccentric.

I know that Force 1 and 2 are forces that are causing the axial loading but doesn't Force 3 and 4 also cause the member to be in tension so why isn't Force 3 and 4 considered to be the axial loading?View attachment 254622I just want to get it correct in my head and I'm struggling.

Can someone explain?

Thanks
In the context of rods, beams etc. the axis is considered to be in the long direction. The other pair of forces you show may be termed transverse.
But it is not clear how those other two forces are applied. Are they localised to the places shown, uniformly distributed along strips at top and bottom, uniformly distributed over half cylinders, a result of rotation about the axis ("centrifugal"), ...?
 
haruspex said:
In the context of rods, beams etc. the axis is considered to be in the long direction. The other pair of forces you show may be termed transverse.
But it is not clear how those other two forces are applied. Are they localised to the places shown, uniformly distributed along strips at top and bottom, uniformly distributed over half cylinders, a result of rotation about the axis ("centrifugal"), ...?

Hi haruspex

I think i get, axial loads act through the centriod of a member or parallel to a member - the bit that cleared things up was the Through / Parallel part.

It makes sense to me thank you.
 

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