Product(s): | SACS |
Version(s): | All. |
Area: | Joint Can |
What Qu value is considered in SACS when evaluating grouted tubular joints? Table 4.5-1 of 21st Ed. RP2A or Table 7.4 of 22nd Ed. RP2A has some guidelines. Does SACS consider the references?
If you “Review” the Joint in Post View, then in case of a grouted joint, the output mentions that the Qu for axial compression is set to a large number. This has been done to ensure that the API references are maintained.
Below snap from a sample model provides the note.