Page 203 - Pressure Vessel Design Manual
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Design of  Vessel Supports   181

                                 I         fb  1

                        h                                                    I 4
                         .-     ,I  :I::#
                          ft tlttftti1















                   Figure 3-55.  Loading diagram of base plate.                          /


          Base plate with center web
          e Area.
            Ab = AF                                                                      1
                                                                                c2             (1
          e  Bearing pressure.                                                          1
                 v                                                       1            F               1
            B  --                                                                                     1
              - AI,
                                                               Figure 3-56.  Load diagram and dimensions for base plate with an offset
         0  Bme plate thickness.                                                      web.

                     QF                                        e  Unit linear load, ji.
            NOW M  =-
                     8
                     A$                                          fu = & lb/linear  in.
                 Z=-
                      6
                      M   3QF                                  e  Distances   and e,.
           and   f,, = - = __
                      Z   4Atf
           Therefore



                                                               e  Loads moment.

           Assumes uniform load fured in center.

         Base plate analysis for offset web (see Figure 3-56)

           Ozjernll length, C L.
                                                               a Bending stress, fb.
            Web L, = A - 2dl-  2J
            ribs L,  = n(G - t,)                                 fh =F
                                                                     6M
            CL=L,.,+L,
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