Determine the reactions at the supports A and B for the beam subjected to a moment of 20 kN·m.

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Understand the Problem

The question involves analyzing a beam system with a rotational load applied to it. This likely involves calculating reactions at supports and possibly moments due to the applied load.

Answer

$R_A = 20 \, \text{kN}, R_B = -20 \, \text{kN}$
Answer for screen readers

The reactions at the supports are:

  • $R_A = 20 , \text{kN}$
  • $R_B = -20 , \text{kN}$ (indicating a downward force at B).

Steps to Solve

  1. Identify the Forces and Moments Acting on the Beam

The beam is subjected to a moment of $20 , \text{kN} \cdot \text{m}$ at the right end. We also have supports at points A (roller support) and B (fixed support).

  1. Draw a Free Body Diagram (FBD)

Draw the FBD of the beam showing reactions at A and B. At point A, there will be a vertical reaction force $R_A$ and at point B, a vertical reaction force $R_B$ and a moment $M_B$.

  1. Use Equilibrium Equations

Apply the equations of equilibrium:

  • Sum of vertical forces ($\Sigma F_y = 0$): $$ R_A + R_B = 0 $$

  • Sum of moments about point B ($\Sigma M_B = 0$): $$ -20 , \text{kN} \cdot \text{m} + R_A(1.0 , \text{m}) = 0 $$

  1. Solve the Moment Equation for $R_A$

Rearranging the moment equation: $$ R_A(1.0 , \text{m}) = 20 , \text{kN} \cdot \text{m} $$ $$ R_A = \frac{20 , \text{kN} \cdot \text{m}}{1.0 , \text{m}} = 20 , \text{kN} $$

  1. Substitute for $R_B$

Using the first equilibrium equation: $$ R_B = -R_A = -20 , \text{kN} $$

This means the beam has vertical reaction forces that add up to zero.

The reactions at the supports are:

  • $R_A = 20 , \text{kN}$
  • $R_B = -20 , \text{kN}$ (indicating a downward force at B).

More Information

In this beam system, a moment applied creates reactions at the supports that sum to maintain equilibrium. The negative value for $R_B$ indicates it acts downward, opposite to the positive value at $R_A$.

Tips

  • Miscalculating the moments about the wrong point can lead to incorrect values for the reactions.
  • Forgetting to account for both vertical components and moments can result in an incomplete equilibrium analysis.

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