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ASME sec VIII div I Appendix 28-2 (f) (4)

Thread starter Bucz48
Start date Feb 13, 2007

Status: Not open for further replies.

Feb 13, 2007

Bucz48

Industrial

If K= 0.6 and a2/ts= 0.29, then a2 can be calculated for various thicknesses. If the corner joint plates are machined such that it is always 45° on the "Z" plate at a2 and 15° minimum (28-2 (f)(3)) on the thinner plate, Does this satisfy 28-2 (f)(4)?