Cantilever square tube capacity

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SUMMARY

This discussion focuses on calculating the maximum uniform load on a cantilever made from A36 steel tube, specifically for three types of tubes: 2"x2"x1/4" square tube, 3"x3"x1/4" square tube, and 2"x4"x1/4" rectangular tube. The cantilever extends 42 inches and is solidly attached at one end. Participants recommend using Roark's formulas for cantilevered beams to determine the maximum stress and ensure it remains below the allowable limits for the materials in question.

PREREQUISITES
  • Understanding of cantilever beam mechanics
  • Familiarity with A36 steel properties
  • Knowledge of stress and load calculations
  • Access to Roark's formulas for beam analysis
NEXT STEPS
  • Study Roark's Formulas for Stress and Strain for cantilever beam calculations
  • Learn about the properties and applications of A36 steel
  • Research maximum allowable stress for different steel tube configurations
  • Explore software tools for structural analysis, such as SAP2000 or ANSYS
USEFUL FOR

Engineers, architects, and construction professionals involved in structural design and analysis, particularly those working with steel cantilevers and load calculations.

superduty335
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Hello everyone. I have a need concerning a project I'm building. I need to know, or need to know how to calculate the maximum uniform load on a single cantilever of A36 steel tube. It is solidly attached at one end and extends out 42". The material will be one of the following:
1) 2"x2"x 1/4" sq. tube
2) 3x3x 1/4" sq. tube
3) 2"x4" x 1/4" rect. tube
(4" wide by 2" tall, I know it's much stronger the other way but that isn't an option)

I'm not sure how to figure out the capacity of each material in the given situation. Any advice is greatly appreciated.
Thanks
-Jake
 
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superduty335 said:
Hello everyone. I have a need concerning a project I'm building. I need to know, or need to know how to calculate the maximum uniform load on a single cantilever of A36 steel tube. It is solidly attached at one end and extends out 42". The material will be one of the following:
1) 2"x2"x 1/4" sq. tube
2) 3x3x 1/4" sq. tube
3) 2"x4" x 1/4" rect. tube
(4" wide by 2" tall, I know it's much stronger the other way but that isn't an option)

I'm not sure how to figure out the capacity of each material in the given situation. Any advice is greatly appreciated.
Thanks
-Jake

Take a look through Roark's. It has the equations you need for cantilevered beams. Then determine the max stress and ensure it is less than your allowable.

CS
 
Ok, cool. Thanks!
 

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