Page 190 - Marks Calculation for Machine Design
P. 190

P1: Shibu
                          January 4, 2005
                 Brown˙C04
        Brown.cls
                  172
                            U.S. Customary 14:25  STRENGTH OF MACHINES  SI/Metric
                  Step 4. Combine the shear stress due to the  Step 4. Combine the shear stress due to the
                  torque (T AB ) from step 1 and the shear stress  torque (T AB ) from step 1 and the shear stress
                  due to bending from step 3 using the expression  due to bending from step 3 using the expression
                  in Eq. (4.13) to give              in Eq. (4.13) to give
                          2 T AB  4 V                       2 T AB  4 V
                      τ xy =   +                       τ xy =   +
                           π R  3  3 π R 2                  π R 3  3 πR 2
                        = 3.8 kpsi + 0.2 kpsi = 4.0 kpsi  = 36.7MPa + 1.5MPa = 38.2MPa
                  Step 5. Display the answer for the maximum  Step 5. Display the answer for the maximum
                  shear stress (τ xy ) found in step 4, in kpsi, on the  shear stress (τ xy ) found in step 4, in kpsi, on the
                  left stress element in Fig. 4.19.  left stress element in Fig. 4.19.
                                   0                               0
                           4.0                            38.2
                        0                   0           0                    0


                                        4.0                             38.2

                                   0                               0
                    As with the previous examples, this stress  As with the previous examples, this stress
                  element diagram will be a starting point for the  element diagram will be a starting point for the
                  discussions in Chap. 5.            discussions in Chap. 5.



                  4.6 AXIAL AND PRESSURE

                  The fifth combination of loading to be considered as an axial load and a pressure load. This
                  type of loading is quite common in piping systems where a compressive or tensile preload
                  is placed on a section of pipe during installation and is in conjunction with the load due to
                  the internal pressure in the pipe. Pipe dimensions are typically based on internal diameter
                  with a standard wall thickness for each strength designation. As wall thicknesses of pipes
                  are small compared to the diameter, pipes can be considered to be thin-walled cylinders.
                    Figure4.20showsathin-walledpipewithflangesconstrainedbetweentwofixedsupports,
                  and under an internal pressue (p i ). Like in Sec. 4.1.3 where an axial and thermal loading
                  was discussed, suppose that again the original length of the pipe was shorter than the

                                              p i
                                  A                            B
                                                                Axis

                                                L o
                                              L installed
                                  FIGURE 4.20  Axial and pressure loading.
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