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A Steel Bolt ( area =130 mm2,Es=210GPa)\left( \text { area } = 130 \mathrm {~mm} ^ { 2 } , E _ { s } = 210 \mathrm { GPa } \right)

question 8

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A steel bolt ( area =130 mm2,Es=210GPa) \left( \text { area } = 130 \mathrm {~mm} ^ { 2 } , E _ { s } = 210 \mathrm { GPa } \right) is enclosed by a copper tube (length = 0.5 m, area = 400 mm2,Ec=110GPa) \left. 400 \mathrm {~mm} ^ { 2 } , E _ { c } = 110 \mathrm { GPa } \right) and the end nut is turned until it is just snug. The pitch of the bolt threads is 1.25 mm. The bolt is now tightened by a quarter turn of the nut. The resulting stress in the bolt is approximately:
 A steel bolt   \left( \text { area } = 130 \mathrm {~mm} ^ { 2 } , E _ { s } = 210 \mathrm { GPa } \right)   is enclosed by a copper tube (length = 0.5 m, area =  \left. 400 \mathrm {~mm} ^ { 2 } , E _ { c } = 110 \mathrm { GPa } \right)   and the end nut is turned until it is just snug. The pitch of the bolt threads is 1.25 mm. The bolt is now tightened by a quarter turn of the nut. The resulting stress in the bolt is approximately:    A)   56 \mathrm { MPa }  B)   62 \mathrm { MPa }  C)   74 \mathrm { MPa }  D)   81 \mathrm { MPa }


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