Increase Strength with Aluminium: 30x30mm to 60x60mm and 3mm to 6mm

  • Thread starter Thread starter Rado Gary
  • Start date Start date
  • Tags Tags
    Aluminium Strength
Click For Summary
SUMMARY

The discussion centers on the structural strength of aluminum angles, specifically comparing a 30mm x 30mm x 3mm angle to a 60mm x 60mm x 3mm angle, and the effects of increasing thickness from 3mm to 6mm. It is established that the strength of a structural angle is significantly influenced by its dimensions and thickness, with a single structural angle of 102mm x 102mm x 12mm being 1.94 times stronger than its 6mm counterpart. The context involves building a telescopic radio mast capable of supporting a heavy antenna under high wind loads, necessitating careful consideration of material selection and structural calculations.

PREREQUISITES
  • Understanding of structural engineering principles
  • Familiarity with aluminum alloys, specifically 7075 T6
  • Knowledge of loading conditions and their impact on structural integrity
  • Experience with structural calculations for masts and towers
NEXT STEPS
  • Research the mechanical properties of 7075 T6 aluminum
  • Learn about structural analysis techniques for bending and tensile strength
  • Explore design guidelines for telescopic masts in high wind conditions
  • Investigate software tools for structural calculations and simulations
USEFUL FOR

This discussion is beneficial for structural engineers, radio amateurs, and hobbyists involved in building custom radio masts, particularly those requiring knowledge of material strength and structural integrity under load conditions.

Rado Gary
Messages
2
Reaction score
0
Could anyone please help me?

If I have a piece of aluminium Angle that is 30mm x 30mm by 3mm thick and 1m long, if I were to substitue this with a piece that is the same thickness and length but 60mm x 60mm what increase in strength would I see?
If instead of increasing the size what would happen if I doubled the thickness to 6mm thick?

Please please help...
 
Engineering news on Phys.org
Rado Gary: That depends on how it is loaded. You have not specified how it is loaded yet. Also, you have not specified end constraints. The ends are pinned (simply supported), right? Is this a school assignment?
 
Bending strength? Tensile strength? What loading? If it is in bending, did you think about looking at reorientation of the L shape cross section in relation to the deflection?
 
Many thanks for the comments, I see I need to provide some more information.
I am a Radio Amateur and am looking to build a radio mast. I need this to be telescopic and cope with a heavy antenna around 220kg that also has a high wind loading of around 28 square feet.

In the Uk there is nowhere that manufactures radio towers as one offs to accommodate this kind of antenna, so I have decided to embark on this complex project myself.

If you have the time you might look at a German website www.hummelmasten.de here you will see the type of mast I am trying to replicate.

I would be prepared to discuss this project and my needs in more detail if someone wanted to provide me with structual calculatons for the mast. I would be prepared to pay for their advise and design calculations.

I need the mast to extend to around 30m (100ft) and cope with the antenna loading at windspeeds of up to 85mph.

So looking at what i have seen others use I am looking to build the mast out of equal angle aluminium and I am just pondering as to the differences in strength the same sectional aluminium piece would have if it were substituted for different thickness.

The lattice mast sections will be bolted together and each telescopic section will be 6m in length.

So my initial thoughts were to use 4inch equal angle 7075 T6 aluminium for the bottom section and this material would be 12mm thick. The dimensions for this being 780mm square.

The second section being around 610mm square and utilising the same size alumnium angle but I was wondering as to what effect to the strength of the overall secton would have if I reduced the material thickness to 6mm?

So a long winded explanation I know but why I am asking what effect the variations on material selection would have.

Now can anyone help me?

Kind Regards

Gary

My iitial thoughts are h
 
Rado Gary: A single structural angle (pinned-pinned column) with dimensions 102 x 102 x 12 x 1000 mm is 1.94 times stronger than the 102 x 102 x 6 x 1000 mm angle.
 
http://towermast.willburt.com/products.asp
 
Last edited by a moderator:

Similar threads

  • · Replies 5 ·
Replies
5
Views
2K
Replies
12
Views
4K
Replies
4
Views
3K
  • · Replies 11 ·
Replies
11
Views
4K
Replies
3
Views
2K
Replies
19
Views
3K
Replies
5
Views
2K
  • · Replies 5 ·
Replies
5
Views
3K
  • · Replies 10 ·
Replies
10
Views
10K
  • · Replies 12 ·
Replies
12
Views
2K