This can be calculated using the formula $\sigma_{BC} = P_{BC}/A_{BC}$, where $P_{BC}$ is the load applied on the segment BC and $A_{BC}$ is the cross-sectional area of the segment BC. Given that $P_{BC} = 54.5$ kips and $A_{BC} = 0.5$ in$^2$, we have $\sigma_{BC}
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