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486_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

486_Mechanics SolutionInstructors_Sol.Manual-Mechanics_Materials_7e.book_Gere_light.1

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480 CHAPTER 5 Stresses in Beams (Basic Topics) Allowable Tensile Force T sin ( a ) L T cos ( a ) a 1.5 d 2 2 b I d 2 2 s c P N A M I d 2 2 T cos ( a ) A ; T allow 108.6 kN T allow s allow cos ( a ) A + sin ( a ) L + cos ( a ) a 1.5 d 2 2 b I d 2 2 Problem 5.12-7 Because of foundation settlement, a circular tower is leaning at an angle to the vertical (see figure). The structural core of the tower is a circular cylinder of height , outer diameter , and inner diameter . For simplicity in the analysis, assume that the weight of the tower is uniformly distributed along the height.
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