Page 253 - Pressure Vessel Design Manual
P. 253

Special Designs   231

         Horizontal Stiffener Design                           A,  = t,h

                                                               A,  = ttJ

                                                                   tsh3
                                                               Is =-
                                                                    12
                                                                            tlJ
                                                                     Asy   +-
                                                               c  --
                                                                ‘-AS+A,      2
                                          b




             an62.4S,         PIl lb2
         PI,  = -144-    M  =-  8                                 = lesser of  32th or stiffener spacing




                                                              Stresses in BaffleIStiffener




         Vertical Stiffener Design
                                                                 a, =  MCS
                                                                       I
                                                                     ~
                                        a62.4Sg
                                    p=144
                                                                      Size Welds Attaching Stiffeners
                                        2.5pla4
                                     s=-
                                         384EI
                                                               For E70XX Welds:
                               I    M  = .0642pla2                     VdY
                                                                 w=  11,200In
                                        pla
                                    V=-
                                         3
                                                                                   Table 4-9
                                                                                 Intermittent Welds
                                                               Percent of
                                                               Continuous        Length of Intermittent Welds and
                                                               Weld                 Distance Between Centers

                                                               75%                          34
         Properties of Stiffener                               66                                        4-6
                                                               60                           3-5
                        L           c         L                57                                        4-7
                        1                     1
                                                               50               2-4         34           4-8
                                                               44                                        4-9
                                                               43          I           I    3-7     I
                                                               ~~   ~
                                                               40               2-5                     4-1  0
                                                               37                           3-8
                                                               33               2-6         3-9         4-1 2
   248   249   250   251   252   253   254   255   256   257   258