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A mine elevator is supported by a 2.2 cm diameter steel cable (Ultimate Strength

ID: 1699654 • Letter: A

Question

A mine elevator is supported by a 2.2 cm diameter steel cable (Ultimate Strength = 480 MN/m2). The mass of the elevator and its contents is 710 kg. The modulus of elasticity of the cable is 570x103 MN/m2.

A) If the elevator is stationary, by how much is the cable stretched when the elevator is 248 m below Earth's surface?

A: 0.7972 (cm)

B) If the elevator is accelerating down at 3.0 m/s2, by how much is the cable stretched when the elevator is 248 m below Earth's surface? (cm)

A: 0.55340 (cm)

C) If the elevator is accelerating up at 3.0 m/s2, by how much is the cable stretched when the elevator is 248 m below Earth's surface?

A: 1.040996 (cm)

D) For the three cases examined in parts A-C, what is the minimum factor of safety?

Explanation / Answer

The radius of the cable r = 1.1cm or 0.011m

The mass of the elevator m = 710kg

The modulus of elasticity E = 570000*10^6 N/m^2

 The length of the cable l = 248m

(a) If the elevator is stationary

   then the stretch of the cable

                              l = (1/E)(F/A)l

                                  = (1/E)(mg/r^2)l

                                 =( 1/570000*10^6)(710*9.8/(0.011)^2)(248)

                                 = 79679*10^-6 m

                                  = 0.7972cm

(b) if the elevator is moving down at a =3.0m/s^2

      Then the stretch of the cable is

                    l = (1/E) [m(g-a)/ r^2]l

                        = (1/570000*10^6)[ (710)(9.8-3)/(0.011)^2] 248

                        = 5528*10^-6 m

                          = 0.553 cm

(c) If the elevator is moving up at a = 3.0m/s^2

        Then the stretch of the cable is

           l = (1/E)[ (710)(9.8+3)/(0.011)^2] 248

              = (1/570000*10^6)[ (710)(12.8)/(0.011)^2] (248)

              = 10409.96*10^-6 m

               = 1.040996 cm

 (d)

  If the elevator is stationary

   then the stretch of the cable

                              l = (1/E)(F/A)l

                                  = (1/E)(mg/r^2)l

                                 =( 1/570000*10^6)(480*10^6)(248)

                                 = 0.2088m or 20.88cm

   

                

 

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