Page 220 - Pressure Vessel Design Manual
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198    Pressure Vessel Design Manual

          e  Between chairs.






            M,=greater  of  M,  or My from Table 3-36






                                                                       Figure 3-73. Top plate dimensions and loadings.
                  Top Plate or Ring (Type 3 or 4)

                                                                                          Washers
          e  Minimum required height of anchor chair (Type 3 or 4).
                  7.296d
            hmin = -                                                         - 7
                        < 18in.
                    H
          e  Minimum required thickness of top plate of  anchor chair.


            tc = ,/x(0.375b  - 0.22db)                                                      X
                  Fbe

             Top plate is assumed as a beam, e x A with partially fmed
             ends  and  a portion  of  the  total  anchor bolt  force  P/3,
             distributed along part of the span. (See Figure 3-73.)
                                                                         Figure 3-74.  Compression plate dimensions.
          e  Bending moment, M,,  in top ring (Type 4).

            b
            -                                                   e  Minimum required thickness of  top ring (Type 4).
            e
            y1 = (see Table 3-37)
            y2 = (see Table 3-37)
            1. If a = e/2 and b/e   1, My governs
                                                                                     Gussets
                                                                 ~~~          ~   ~        ~
                                                                e  Type 2. Assume each gusset shares load with each adjoin-
                                                                  ing gusset. The uniform load on the base is fc, and the area
            2.  If  a # U2 but b/l> 1, My governs                 supported by each gusset is e x b. Therefore the load on
                                                                  the gusset is
                                                                  P,=f,tb

                                                                  Thickness required is
            3.  If b/t< 1, invert b/.t  and rotate axis X-X and Y-Y  90"   Pi(6a - 2C)
                                                                  '  Fb12
                                                                    =
                                                                e  Type 3 or 4.

                                                                                3
                                                                  t  --   P   > - in.
                                                                   g-  18,000l  8
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