I believe there is no specific guideline for slug force in a 5D bend, but the impact if I'm not mistaken is less than the 1.5D bend since the transition is smooth compared to the abrupt transition in a 1.5D bend.
CFD, I think can be utilized, but for practical purposes, the slug force in a 1.5D bend can be used I believe, as long as the impact in the design is not major.
Check with the process engineer, if they can simulate this case in a 5D bend.
Cheers!!
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Borzki