Find Member Forces of AB and DE: Cut Section Method

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SUMMARY

The discussion focuses on calculating the member forces of AB and DE in a truss structure using the cut section method. The participant initially attempted to analyze the upper section of the cut but found discrepancies with the provided answers. Upon reviewing, it was confirmed that the correct approach involves analyzing the upper section for member DE and the lower section for member AB, ensuring accurate reaction forces are established first. The vertical reactions at points A and E were identified as 51.3 kN upwards and 35.9 kN upwards, respectively.

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  • Understanding of truss analysis and the cut section method
  • Knowledge of static equilibrium principles in structural engineering
  • Familiarity with calculating reaction forces in truss structures
  • Proficiency in using free-body diagrams for structural analysis
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  • Study the cut section method in detail for truss analysis
  • Learn how to accurately calculate reaction forces in truss systems
  • Explore the principles of static equilibrium in structural engineering
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Structural engineers, civil engineering students, and anyone involved in analyzing truss systems and member forces in structural frameworks.

fonseh
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Homework Statement


I am asked to find the member force of AB and DE

Homework Equations

The Attempt at a Solution


I make an imaginary cut of the question and consider the upper part of the cut . Bur , i didnt get the same ans provided . However , when i consider the lower section of the cut , i get the same ans with the book . Anything wrong with my working ?
Taking moment about A = 20(4) +30cos45 (3) + DE(4) = 0 , DE = -35.9 upwards

btw , the vertical reaction at a is 51.3 kN upwards , at E , vertical reaction = 35.9 kN upwards , and 21.2kN to the left ...
 

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Check your vertical reaction at A again.
Edit: You said that you looked at the section below the cut, but actually, you looked at the entire truss and solved for the reaction force at E, not the force in member DE. When you look at the section below the cut, the applied forces do not show up, because they are applied above the cut. It is best to find member force DE by looking at the section above the cut, and find member force AB by looking at the section below the cut, after first correcting the reaction force at A.
 
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I agree with Jay,

and when ever dealing with any structure (Determinant or not), it's better to solve for the reaction forces first.
 

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