How Much Weight Can My Angle Bracket Rails Safely Hold?

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Discussion Overview

The discussion centers around determining the weight capacity of aluminum angle brackets used for constructing rails in a server rack. Participants explore the implications of material properties, load distribution, and structural analysis methods, including finite element analysis (FEA).

Discussion Character

  • Technical explanation
  • Mathematical reasoning
  • Exploratory

Main Points Raised

  • One participant seeks to understand the safe weight capacity of aluminum angle brackets (6063-T52) with specific dimensions and mounting conditions.
  • Another participant suggests that classical beam bending formulas may not apply due to the load distribution specifics and provides FEA results indicating a capacity of about 6 kg.
  • The original poster inquires whether increasing the thickness of the angle would linearly increase the weight capacity, suggesting a relationship between thickness and capacity.
  • A later reply indicates that doubling the thickness would result in stresses being approximately four times lower, implying a non-linear relationship.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the exact weight capacity or the relationship between thickness and capacity, indicating multiple competing views and ongoing exploration of the topic.

Contextual Notes

The discussion does not resolve the assumptions regarding load distribution or the applicability of classical beam bending formulas, which may affect the conclusions drawn from the FEA results.

k2ace
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I'm trying to make some simple rails for a makeshift server rack. I already have some aluminum angle (6063-T52) that has 2" legs and .125" thick. I have been trying to figure out how much weight could be safely held and can't find anything that makes sense. The weight load is fairly evenly distributed but from the from 15" deep. The weight will only sit on the outer 1.5"on the angle (the image incorrectly shows 3/4"). The angle is mounted at two points 17.25 inches between against 0.5" vertical rails. Is there some simple way to determine how much weight this might safely hold?
 

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Classical beam bending formulas assume that load is distributed over the whole width of cross-section so they won’t work here. But I solved this for you using FEA. Simulation results indicate that the angles should be able to hold up to about 6 kg.
 
FEAnalyst said:
Classical beam bending formulas assume that load is distributed over the whole width of cross-section so they won’t work here. But I solved this for you using FEA. Simulation results indicate that the angles should be able to hold up to about 6 kg.
Thanks, I really appreciate the response. Is this sort of thing typically liner in respect to material thickness, if the thickness is increased by X percent would it increase the weight capacity by at least X percent?
 
In case of twice as thick angle the stresses are about 4 times lower.
 

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