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Procedure 10-8 Design of Trunnions

Torsional moment, Mf (vessel horizontal). Mx = PjE Bending stress, a, . [Pg.707]

Dimensions are given for reference only. All loadings and stress shall be checked prior to use. [Pg.709]

Procedure 10-9 Local Loads in Shell Due to Erection Forces [Pg.710]

Optional internal pipe. Remove after erection. [Pg.711]

Radial load, Pj., is the axial load in the internal pipe stiffener if used in lieu of radial load in shell. [Pg.711]

See other pages where Procedure 10-8 Design of Trunnions is mentioned: [Pg.631] [Pg.706]

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Design procedures

Trunnions

Trunnions design