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Question

If a truss is internally unstable, then we should use it when it is:-

The correct answer is
We must never use it

Understanding Internally Unstable Trusses

A truss is considered internally unstable if its members are arranged in a way that it cannot maintain its shape under load, even if the supports are adequate. This means the truss itself lacks rigidity.

Implications of Internal Instability

  • Internal instability is a fundamental structural flaw. It means the truss mechanism can collapse or change shape under load due to insufficient bracing or incorrect member arrangements.
  • This condition exists independently of whether the truss is statically determinate (where reaction and member forces can be found using equilibrium equations alone) or statically indeterminate (where additional equations or methods are needed).
  • A statically determinate truss that is internally unstable is still unsafe because it lacks rigidity.
  • A statically indeterminate truss that is internally unstable is also unsafe; the indeterminacy doesn't fix the lack of inherent stability.

Conclusion on Usage

Because an internally unstable truss possesses a fundamental lack of rigidity, it poses a significant risk of collapse or failure under load. Structural integrity and safety are paramount in engineering design.

Therefore, such structures should never be put into service, regardless of their static determinacy or indeterminacy.

Correct Answer Reasoning: The core issue is the inherent instability of the truss structure itself. This makes it unsafe for any application, hence it must never be used.

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Important Questions from Truss

  1. If a structure has a total of 10 joints, then what should be the minimum no. of joints in which equilibrium equations should be concurrently satisfied for stability?

  2. The truss in known as a Plane truss since all the members lie in:

  3. For analyzing the pin jointed frames by the method of joints, the number of equations of static equilibrium available is:

  4. Among the following, which method is "NOT" used for anlaysing Truss.

  5. Which of the following in not the assumption made in the analysis of trusses?

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