DNVGL-RP-0005 (2014) : Reduction factor for root stress of single-sided welded in tubular joints

Dear Sir,

Is SACS able to calculate "Reduction factor" for root stress of single-sided welded in tubular joints as per Table D-6 of DNVGL-RP-0005?

If it is cannot. Please help to suggest how to tackle the stress at root. I planned to use EFR option which is based on HSE OTO 1999-022. Is it conservative?

Btw, if it is still not implemented. Please kindly put in your plan of future development.

Regards,

Kasiphon

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