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A Brass Rod (E = 110 GPa) with a Cross-Sectional P1=15kN,P2=10kN, and P3=8kNP_{1}=15 \mathrm{kN}, P_{2}=10 \mathrm{kN} \text {, and } P_{3}=8 \mathrm{kN}

question 36

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A brass rod (E = 110 GPa) with a cross-sectional area of 250 mm2 is loaded by forces P1=15kN,P2=10kN, and P3=8kNP_{1}=15 \mathrm{kN}, P_{2}=10 \mathrm{kN} \text {, and } P_{3}=8 \mathrm{kN} . Segment
Lengths of the bar are a = 2.0 m, b = 0.75 m, and c = 1.2 m. The
Change in length of the bar is approximately: (A) 0.9 mm 0.9 \mathrm{~mm}
(B) 1.6 mm 1.6 \mathrm{~mm}
(C) 2.1 mm 2.1 \mathrm{~mm}
(D) 3.4 mm 3.4 \mathrm{~mm}

 A brass rod (E = 110 GPa) with a cross-sectional area of 250 mm2 is loaded by forces  P_{1}=15 \mathrm{kN}, P_{2}=10 \mathrm{kN} \text {, and } P_{3}=8 \mathrm{kN}  . Segment Lengths of the bar are a = 2.0 m, b = 0.75 m, and c = 1.2 m. The Change in length of the bar is approximately: (A)   0.9 \mathrm{~mm}   (B)   1.6 \mathrm{~mm}   (C)   2.1 \mathrm{~mm}   (D)   3.4 \mathrm{~mm}      D  D


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