Determine the reactions at the supports A and B for the beam subjected to a moment of 20 kN·m.
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
- 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).
- 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 $M_B$.
- Use Equilibrium Equations
Apply the equations of equilibrium:
-
Sum of vertical forces ($\Sigma F_y = 0$): $$ R_A + R_B = 0 $$
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Sum of moments about point B ($\Sigma M_B = 0$): $$ -20 , \text{kN} \cdot \text{m} + R_A(1.0 , \text{m}) = 0 $$
- Solve the Moment Equation for $R_A$
Rearranging the moment equation: $$ R_A(1.0 , \text{m}) = 20 , \text{kN} \cdot \text{m} $$ $$ R_A = \frac{20 , \text{kN} \cdot \text{m}}{1.0 , \text{m}} = 20 , \text{kN} $$
- 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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