025 \text{ m}$
Inner radius, $r_i = 15 \text{ mm} = 0.015 \text{ m}$
Length of segment AB, $L_{AB} = 400 \text{ mm} = 0.4 \text{ m}$
Length of segment BC, $L_{BC} = 800 \text{ mm} = 0.8 \text{ m}$
Applied loads at B: two forces of $10 \text{ kN}$ each, acting
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