Calculating Support Reaction Forces using Method of Joints

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SUMMARY

This discussion focuses on calculating support reaction forces in statically indeterminate structures using the Method of Joints. Participants highlight challenges in applying equilibrium equations, noting that the applied force may cancel out, leading to a zero reaction force. The conversation also addresses the necessity of additional equations, such as summing moments at specific points, to accurately determine the support reaction forces G and H, which must equal the total weight of the structure plus any applied loads.

PREREQUISITES
  • Understanding of static equilibrium equations
  • Familiarity with the Method of Joints in structural analysis
  • Knowledge of statically indeterminate structures
  • Ability to calculate moments about points in a structure
NEXT STEPS
  • Study the Method of Joints for calculating member forces in trusses
  • Learn about statically indeterminate structures and their analysis techniques
  • Explore the principles of summing moments in structural mechanics
  • Investigate alternative methods for determining support reactions, such as the Method of Sections
USEFUL FOR

Structural engineers, civil engineering students, and professionals involved in analyzing and designing trusses and frameworks will benefit from this discussion.

daphnelee-mh
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Summary:: The question requires us to determine the member forces using method of joints but I couldn’t figure out how to calculate the support reaction forces

I tried to use equilibrium equations to solve the question but the force applied will be canceled out, and eventually the reaction force will be zero
 

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Summary:: The question requires us to determine the axial forces using method of sections but it is statically indetermine structure

Can I make up one more equation by summing the moment at point O ?
 

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Will the support reaction forces G and H not sum to the weight of the structure, plus the load ?
 
Baluncore said:
Will the support reaction forces G and H not sum to the weight of the structure, plus the load ?
Sorry I don’t understand
 

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