Forces transferred to beam and to supports from box

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SUMMARY

This discussion focuses on calculating the load transferred to beams and supports from a cargo box in a yard setting. The problem is identified as statically indeterminate, requiring a careful analysis of forces and moments. Participants suggest three methods for solving the problem: performing a Finite Element Analysis (FEA) model, solving for force sums, or making educated guesses to satisfy the equations. For precise results, the FEA model is recommended, while simpler methods may suffice for general engineering applications.

PREREQUISITES
  • Understanding of statically indeterminate structures
  • Familiarity with load transfer concepts in structural engineering
  • Knowledge of Finite Element Analysis (FEA) techniques
  • Basic principles of equilibrium in mechanics
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  • Research Finite Element Analysis (FEA) software options and methodologies
  • Study load transfer calculations in statically indeterminate structures
  • Explore techniques for solving force sums in structural mechanics
  • Learn about making educated guesses in engineering problem-solving
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Structural engineers, civil engineering students, and professionals involved in load analysis and beam design will benefit from this discussion.

JEngineer
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Hi Guys,
I am trying to calculate the load transferred on the beams and then to the four supports (two under each beam) from a cargo (in this case say a box) to be stored in a yard.
I have to check the suitable beam to be used and the load transferred to each support.

Thanks in advance. :)
 

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The link isn't working for me (is it for anyone else?), so could you provide the details included in it?
 
Comeback City said:
:welcome:
The link isn't working for me (is it for anyone else?), so could you provide the details included in it?

I hope it works now...!
 

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As you are probably discovering, this is a statically indeterminate problem. The loads depend upon the deflections, both in the beams and in the box. You can write a vertical sum of forces equal to zero and moments in each horizontal axis equal to zero, but that only gives you three equations.

Your options are ---
1) Do an FEA model;
2) Solve for force sums (e.g., the sum of the forces at the left end, rather than taking them individually)
3) Make a group of guesses that satisfy the three equations.

For most engineering purposes, a combination of 2) and 3) will be sufficient. If you want to get very precise, go with 1).
 

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