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Pipe load definition

The design of support structures (not covered by this Code) and of supporting elements (see definitions of piping and pipe-supporting elements in para. GR-1.5) shall be based on all concurrently acting loads transmitted into such supports. These loads, defined in para. IP-2.1, include weight effects, loads introduced by service pressures and temperatures, vibration, wind, earthquake, shock, and displacement strain [see para. IP-6.1.3(a)]. [Pg.113]

A factor of 1.5 shall be applied, to the peak acceleration of the FRS defined under Input Definition in Piping Qualified bv Dynamic Analysis to obtain an equivalent static load of a piping span. [Pg.208]


See other pages where Pipe load definition is mentioned: [Pg.58]    [Pg.162]    [Pg.2526]    [Pg.58]    [Pg.20]    [Pg.83]    [Pg.83]    [Pg.2281]    [Pg.958]    [Pg.963]    [Pg.2530]    [Pg.21]    [Pg.157]    [Pg.308]    [Pg.1409]    [Pg.62]    [Pg.124]    [Pg.179]    [Pg.182]   
See also in sourсe #XX -- [ Pg.287 ]




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