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<div><span style="font-family: 'Courier New'"><span style="font-size: 20pt">Chapter 8 Curved Beams</span></span></div>
<div style="font-family: 'Courier New'; font-size: 20pt">&nbsp;</div></span>]]></writer>
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<div><span style="font-family: 'Courier New'"><span style="font-size: 15pt">Example Problems</span></span></div>
<div style="font-family: 'Courier New'; font-size: 15pt">&nbsp;</div></span>]]></writer>
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<div>8.1.1</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_1_1.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Bending in the plane of the curve: Peak stress</span></span></a></div></span>]]></writer>
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<div>8.1.2</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_1_2.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Bending in the plane of the curve: Circumferential stress</span></span></a></div></span>]]></writer>
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<div>8.2.1</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_2_1.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Deflection of curved beams:Deflection and rotation of a slender uniform bar</span></span></a></div></span>]]></writer>
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<div>8.2.2 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_2_2.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Deflection of curved beams: Deflection and rotation of a thick uniform bar</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.2.3 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_2_3.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Deflection of curved beams:Variable cross section and radius</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.3.1 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_3_1.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Circular rings and arches: Bending moments of a supporting ring</span></span></a></div>
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<div>8.3.2 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_3_2.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Circular rings and arches: Bending moments, bending stresses, and diameter</span></span></a></div>
<div><a href="file:///ch8\e8_3_2.sm"><span style="text-decoration: underline"><span style="color: DarkBlue"> change of a pipe</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.3.3 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_3_3.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Circular rings and arches:Deflection, maximum bending stress and rotation</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.3.4 </div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_3_4.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Circular rings and arches: Tensile stress and deformations of a deep circular arch</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.5.1</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_5_1.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Curved beams loaded normal to plane of curvature:Maximum combined </span></span></a></div>
<div><a href="file:///ch8\e8_5_1.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">stress of a water pipe</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.5.2</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_5_2.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Curved beams loaded normal to plane of curvature: Torsional and bending stresses</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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<div>8.5.3</div>
<div>&nbsp;</div></span>]]></writer>
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<div><a href="file:///ch8\e8_5_3.sm"><span style="text-decoration: underline"><span style="color: DarkBlue">Curved beams loaded normal to plane of curvature: Deflection of a circular ring</span></span></a></div>
<div style="text-decoration: underline; color: DarkBlue">&nbsp;</div></span>]]></writer>
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