4 point support beam reactions calculator

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SUMMARY

Aman Ratan is developing a program for calculating reactions in a "4 point support beam," which is classified as statically indeterminate. This classification necessitates the use of advanced methods for accurate calculations. The discussion highlights the need for techniques applicable to continuous beams, referencing an article that outlines basic approaches for solving such problems, particularly for beams with multiple spans.

PREREQUISITES
  • Understanding of statically indeterminate structures
  • Familiarity with beam theory and mechanics
  • Knowledge of structural analysis techniques
  • Experience with programming for engineering applications
NEXT STEPS
  • Research methods for analyzing statically indeterminate beams
  • Study the principles of continuous beam analysis
  • Explore software tools for structural analysis, such as SAP2000 or ANSYS
  • Review the provided article on two-span continuous beams for foundational techniques
USEFUL FOR

Civil engineers, structural analysts, and software developers focused on creating engineering applications for beam calculations will benefit from this discussion.

Aman Ratan
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Hey guys,

I am developing an program for calculation of reactions in a "4 point support beam".

The problem is that this structure is Statically indeterminate and hence requires some other method.

Support on any level is appreciated, especially from Civil Engineers.

I will keep on posting updates here.

Thanks
Aman Ratan
 
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Aman Ratan said:
Hey guys,

I am developing an program for calculation of reactions in a "4 point support beam".

The problem is that this structure is Statically indeterminate and hence requires some other method.

Support on any level is appreciated, especially from Civil Engineers.

I will keep on posting updates here.

Thanks
Aman Ratan
There are several different techniques for solving statically indeterminate and continuous beams.

This article here discusses some basic approaches to this problem. It discusses beams with two spans, but the methods discussed can be extended to beams with more than two spans.

http://richardson.eng.ua.edu/Former_Courses/CE_331_sp09/Notes/Two_Span_Continuous_Beam.pdf
 

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