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Question
a bracket is shown in the figure, the cross - section area of the bar bc is: a_1 = 100mm^2, the cross - section area of the bar ab is: a_2 = 200mm^2, and q = 10kn, determine the normal stress of the bars
Step1: Analyze forces at point B
At point B, in the vertical - direction, $\sum F_y = 0$. Let the force in bar BC be $F_1$ and the force in bar AB be $F_2$. We have $F_1\sin30^{\circ}=Q$.
$F_1=\frac{Q}{\sin30^{\circ}}$
Substitute $Q = 10\times10^{3}N$ and $\sin30^{\circ}=0.5$ into the formula, so $F_1=\frac{10\times 10^{3}}{0.5}=20\times10^{3}N$. In the horizontal - direction, $\sum F_x = 0$, so $F_2 = F_1\cos30^{\circ}=20\times10^{3}\times\frac{\sqrt{3}}{2}=10\sqrt{3}\times10^{3}N$.
Step2: Calculate normal stress in bar BC
The formula for normal stress is $\sigma=\frac{F}{A}$. For bar BC, $A_1 = 100mm^{2}=100\times10^{-6}m^{2}$, and $F = F_1 = 20\times10^{3}N$.
$\sigma_1=\frac{F_1}{A_1}=\frac{20\times10^{3}}{100\times10^{-6}} = 200\times10^{6}Pa=200MPa$.
Step3: Calculate normal stress in bar AB
For bar AB, $A_2 = 200mm^{2}=200\times10^{-6}m^{2}$, and $F = F_2 = 10\sqrt{3}\times10^{3}N$.
$\sigma_2=\frac{F_2}{A_2}=\frac{10\sqrt{3}\times10^{3}}{200\times10^{-6}}=\frac{10\sqrt{3}\times10^{9}}{200}\approx86.6\times10^{6}Pa = 86.6MPa$.
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The normal stress of bar BC is $200MPa$, and the normal stress of bar AB is approximately $86.6MPa$.