1. Problem statement:
A 5 m uniform wooden beam of weight 300 N is supported at both ends.
A toolbox of 200 N is placed at 1.2 m from the left end and another tool of 150 N at 3.5 m from the left end.
Determine the reaction forces at the left support A and the right support B using equilibrium.
2. Free-body diagram and notation:
Let the left support reaction be $R_A$ and the right support reaction be $R_B$.
The beam length is $5\text{ m}$ and the beam weight acts at its center at $2.5\text{ m}$ from the left end.
3. Equations of equilibrium and formula used:
Use vertical force balance and moment balance about a convenient point.
Vertical equilibrium: $$R_A + R_B = 300 + 200 + 150$$
Moment equilibrium about left support A: $$\sum M_A = 0:\quad R_B\times5 - 300\times2.5 - 200\times1.2 - 150\times3.5 = 0$$
4. Compute moments to find $R_B$ (show intermediate arithmetic):
Compute the moments of the loads about A.
Beam weight moment: $$300\times2.5 = 750$$
Toolbox moment: $$200\times1.2 = 240$$
Second tool moment: $$150\times3.5 = 525$$
Sum of moments: $$750 + 240 + 525 = 1515$$
Solve for $R_B$ from the moment equation.
$$R_B = \frac{1515}{5} = 303\ \text{N}$$
5. Find $R_A$ from vertical equilibrium:
Total load: $$300 + 200 + 150 = 650$$
From $$R_A + R_B = 650$$ and $R_B = 303$ we get.
$$R_A = 650 - 303 = 347\ \text{N}$$
6. Check and interpretation:
Check sum: $$347 + 303 = 650$$ which equals the total applied load so equilibrium is satisfied.
Interpretation: The left reaction is larger because the combined loads produce a larger moment about the right support, so more load is taken by the left support.
7. Final answer:
Left support reaction: $$R_A = 347\ \text{N}$$
Right support reaction: $$R_B = 303\ \text{N}$$
Beam Reactions A6E323
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