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Formulas flanges, designing

Unstayed flat heads and covers can be designed by very specific rules and formulas given in this subsection. The stresses caused by pressure on these members are bending stresses, and the formulas include an allowance for additional edge moments induced when the head, cover, or blind flange is attached By bolts. Rules are provided for quick-opening closures because of the risk of incomplete attachment or opening while the vessel is pressurized. Rules for braced and stayed surfaces are also provided. [Pg.1024]

The ASME Code contains special rules for designing spherically dished covers with a bolting ring flange. The formulas given in the code are approximate because they do not take into account the discontinuity existing between the... [Pg.173]

Hereafter, the new type of seismic damper is presented and the guidelines and formulae for its design are provided. The energy dissipative characteristics of the web of wide-flange sections are investigated experimentally, and a simple hyster-etic model for representing the load-displacement curve under arbitrary deformations is presented. [Pg.562]

See other pages where Formulas flanges, designing is mentioned: [Pg.1025]    [Pg.451]    [Pg.451]    [Pg.229]    [Pg.73]    [Pg.113]    [Pg.155]    [Pg.768]    [Pg.848]    [Pg.1106]    [Pg.1146]    [Pg.1188]    [Pg.1109]    [Pg.1149]    [Pg.1191]    [Pg.949]    [Pg.1029]    [Pg.52]    [Pg.460]    [Pg.177]   
See also in sourсe #XX -- [ Pg.38 ]

See also in sourсe #XX -- [ Pg.11 ]



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