Page 230 - Pressure Vessel Design Manual
P. 230

208    Pressure Vessel Design Manual


                                                  PROCEDURE 4-2
                       DESIGN OF CONE-CYLINDER  INTERSECTIONS [21



                              Notation                                  H, =circumferential  load  due  to  internal  or
                                                                             external pressure, lb/in.-circumference
                   P,  = equivalent internal pressure, psi             FL1-2 =total  longitudinal  load  on  cylinder  at
                    P =internal pressure, psi                                Elevation  1 or 2, lb/in.-circumference
                   P,  = external pressure, psi                         FLC = longitudinal  load  in cone, lb/in.-circumfer-
                      = longitudinal  force due to internal or exter-        ence
                       nal pressure, lb/in.-circumference                 f, = equivalent  axial  load  at  junction  of  small
                    A = ASME external pressure  factor                       end, lbhn.
                   A,  =cross-sectional  area of ring, in.'              fL=equivalent  axial  load  at  junction  of  large
                                                                             end, lb/in.
                   A, =excess  metal area available, in2
                                                                       El-2 =joint  efficiency of longitudinal welded joints
                   AT =equivalent  area  of  composite  shell,  cone,
                        and ring, in.2                                       in shell or cone

                   A, = required area of reinforcement at small end   EI;,EC,ER = modulus of elasticity of shell, cone and ring,
                        of  cone, in.2                                       respectively, at design temperature, psi
                   AL = required area of reinforcement at large end   Ss,S&R  =allowable  stress, tension, of shell, cone and
                        of cone, in.'                                        ring,  respectively,  at  design  temperature,
                                                                             psi
                   A, = minimum  required  cross-sectional  area  of
                        ring, in.'                                     Wl.2 =dead  weight at Elevation  1 or 2, lb
                    B = allowable  longitudinal  compressive  stress,    OL = longitudinal stress in shell, psi
                        psi
                                                                        cLC  = longitudinal stress in cone, psi
                  M1-2 = longitudinal  bending  moment  due to wind
                        or seismic at Elevation  1 or 2, in.-lb          o, = circumferential stress, psi
                    M = equivalent radius of large end, in.               I = moment of inertia of ring, in.4
                    N =equivalent  radius of small end, in.               I, = moment of inertia required  of ring, ine4

                  VI-4 =longitudinal  loads  due  to  weight  plus        t,  =excess  metal  thickness  available  for  rein-
                        moment, lb/in.-circumference
                                                                             forcement, in.
                 Hp1.2 = radial  thrust  due  to  internal  or  external   t,  = thickness required, shell, in.
                        pressure,  lb/in.-circumference
                                                                         t,,  =thickness  required, cone, in.
                  H1.4  = radial thrust due to weight and moment, lb/
                        in.-circumference                         A,m,K,X,Y  = factors as defined herein
   225   226   227   228   229   230   231   232   233   234   235