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In each case, calculate the reaction at A and then draw the free-body diagram o...
May 20, 2024
In each case, calculate the reaction at A and then draw the free-body diagram of segment AB of the beam in order to determine the internal loading at B.
Solution
a
Calculate the reaction at point A by considering the equilibrium of the entire beam. The distributed load on segment CD is 200N/m200 \, \text{N/m} over a length of 4m4 \, \text{m}, resulting in a total load of 800N800 \, \text{N}. This load acts at the midpoint of segment CD, which is 2m2 \, \text{m} from point C
b
Sum of vertical forces: Fy=0RA+RC800N=0\sum F_y = 0 \Rightarrow R_A + R_C - 800 \, \text{N} = 0 where RAR_A is the reaction at A and RCR_C is the reaction at C
c
Sum of moments about point A: τA=0800N×6m+RC×4m=0\sum \tau_A = 0 \Rightarrow -800 \, \text{N} \times 6 \, \text{m} + R_C \times 4 \, \text{m} = 0
d
Solve for RCR_C: RC=800N×6m4m=1200NR_C = \frac{800 \, \text{N} \times 6 \, \text{m}}{4 \, \text{m}} = 1200 \, \text{N}
e
Substitute RCR_C back into the vertical force equilibrium equation: RA+1200N800N=0RA=400NR_A + 1200 \, \text{N} - 800 \, \text{N} = 0 \Rightarrow R_A = -400 \, \text{N}
f
Draw the free-body diagram of segment AB. The internal loading at B includes the reaction force at A and the internal shear force and moment at B
Answer
The reaction at point A is 400N-400 \, \text{N}, indicating a downward force.
Key Concept
Static Equilibrium: The sum of forces and moments acting on a system in equilibrium must be zero. Equations: F=0\sum F = 0 and τ=0\sum \tau = 0.
Explanation
By applying the principles of static equilibrium, we calculated the reaction forces at the supports and determined the internal loading at a specific point on the beam.
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