Page 83 - Pressure Vessel Design Manual
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64    Pressure Vessel Design Manual

             1 < (1.1 -?)a                                     Case 4 (Figure 2-29)



         or

                       I      1




            for length 2  6  and taper is 4:l  minimum.
                                                               Figure 2-29.  Case 4:  Screwed flat head [l , Section UG-34(c)].
          Case 2 (Figure 2-27)

                                                                 1. C=0.3
                                                                 2.  r  2 3th
                                                                 3.  Design threads with 4:l safety factor against failure by
                                                                    shear, tension, or compression due to hydrostatic end
                                                                    force.
                                                                 4.  Seal welding optional.
                                                                 5. Threads must be as strong as standard pipe threads.

                                                               Case 5 (Figure 2-30)
             Figure 2-27.  Case 2:  Forged head [l , Section UG-34(b-1)].



            1. C=0.17
            2.  tf 1 2t,
            3.  r 2 3tf
            4.  For forged circular or noncircular heads.


          Case 3 (Figure 2-28)
                                                                  Figure 2-30.  Case 5: Lap welded head [l , Section UG-34(c)].



                                                                 1. Circular heads: C = 0.13 if


                                                                    e > (1.1 -?)A

                                                fh
                                                                 2.  Noncircular  heads  and  circular  heads  regardless  of
           Figure 2-28.  Case 3: Integrally forged head [l , Figure 6-34 (b-2)].   e : c = 0.2.
                                                                 3.  r 13th

                                                               Case 6 (Figure 2-31)
            1. C = 0.33 m but  > 0.2
           2.  r 2 0.375in. if t,  5 1.5in.                      1. C=0.13
           3.  r 3 0.25ts if t,  is greater than  Sin. but  need  not be   2.  d 5 24in.
              greater than 0.75in.                               3.  0.05 < tlJd  < 0.25
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