Page 49 - Pressure Vessel Design Manual
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General Design   35

                      Dimensional Formulas                      e  Circumferential stress, D1

                                                                   Compression:
                                                                       PLl  [;;I
          DI  D  - 2(R - R  COS^)

                                                                   c1=---    '1,"'   -
                                                                        t

                                                                e  Circumferential stress at  DI  withotit  londs,  c/1
                                                                   Compression:
                 DI
           L, =-
               2 cos a


                                                                e  Thickness required knuckle, t,-k  [I, section  1-4(d)].
                                                                   With loads:




                       Large End (Figure 2-7)

                                                                   Without loads:


                                                                          PLlm
                                                                   trk  =
                                                                       2SE - 0.2P
                                                                e  Thickness required cone, t,, [l, section UG-32(g)].
                                                                  N7ith loads:


                                                                             PiDi
                                                                   trc =
                                                                       2 cos a(SE - 0.6P1)

                                                                   Without loads:


                                                                             PDl
                                                                   tr, =
                                                                       2 COS u(SE - 0.W)
           Figure 2-7.  Dimensional data for the large end of  a conical transition.
                                                                ~~
                                                                             Small End (Figure 2-8)
          e Maximum longitudinal loady, fi
             (  + ) tension; (  - ) compression                 e Maximum longitudinal loah, f2.
                                                                   ( + ) tension; ( - ) compression






          e  D&rmine  equiualent prmsiire!, PI
                                                                e Determine equi.L;alent pressure, P2.
                                                                           4fz
                                                                   P?.=P+-
                                                                            D2
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