Allowable stress for a cantilever beam

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SUMMARY

The discussion focuses on calculating the maximum allowable load and stress for a cantilever beam made of AL 6061 T60 aluminum. The horizontal beam measures 3 ft in length with a square cross-section of 2x2 inches and a wall thickness of 0.5 inches, while the column is 6 ft high with a cylindrical cross-section (OD 4 inches, ID 3.75 inches). Participants emphasize the importance of consulting the AISC Steel Construction Manual for maximum allowable stress values and highlight the need to consider lateral buckling sway as a potential failure mode in stress calculations.

PREREQUISITES
  • Understanding of cantilever beam design principles
  • Familiarity with AL 6061 T60 material properties
  • Knowledge of stress and load calculation methods
  • Awareness of lateral buckling and its implications in structural design
NEXT STEPS
  • Review the AISC Steel Construction Manual for allowable stress tables
  • Research methods for calculating allowable stress without reference tables
  • Study lateral buckling effects on cantilever beams
  • Explore software tools for structural analysis and design, such as ANSYS or SAP2000
USEFUL FOR

Structural engineers, mechanical engineers, and anyone involved in designing or analyzing cantilever beams and aluminum structures.

mdaltayeb
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Hey guys, I'm designing a simple lift in the picture below. I've done nearly all the calculations but i still can't figure out how to calculate the maximum allowable load and stress that the beams can withstand. Also will welding affect any of these calculations dramatically?
say that the horizontal beam is 3 ft long with a square cross section of 2X2 inches and wall thickness of 0.5 inch
say that the column is 6 ft high with a cylindrical cross section with an OD 4inch and ID 3.75
the beams are made of AL 6061 T60.
 

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Thank you for your reply. However, my design is going to be made out of Al 6061 T60. does this book contains tables for this materials ?
is there other ways to calculate the allowable stress without using these tables ?
thanx
 
My copy is in my office. I can check on Monday for you.

Thanks
Matt
 
Stress calculations involve assumptions which will be untrue in every practical situation. In this case, lateral buckling sway is an alternative failure mode you need to consider. Always list and consider the assumptions being made. No more 'formula engineering' please.
 

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