In a plane truss, a joint is in equilibrium with two unknown non-collinear member forces and no external load. What is the standard approach to determine the forces in these members using the method of joints?

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Computer · Structural Analysis

In a plane truss, a joint is in equilibrium with two unknown non-collinear member forces and no external load. What is the standard approach to determine the forces in these members using the method of joints?

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Solve using the equilibrium equations of summation of forces in both horizontal and vertical directions

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Answer 1

Use only the summation of forces in the vertical direction

Answer 2

Apply the method of sections passing through three members

Answer 3

Assume both forces are always in tension without applying equations

Answer 4

Solve using the equilibrium equations of summation of forces in both horizontal and vertical directions

In a plane truss, a joint is in equilibrium with two unknown non-collinear member forces and no external load. What is the standard approach to determine the forces in these members using the method of joints?

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In a plane truss, a joint is in equilibrium with two unknown non-collinear member forces and no external load. What is the standard approach to determine the forces in these members using the method of joints?

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