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08/08/2022 file:///home/website/convert/temp/convert_html/563dba24550346aa9aa30f01/document.xls document.xls Client Petro-Canada Netherlands B.V. PIPE STRESS CALCULATION Project P11-b De Ruyter Production Platform Summary Sheet Doc. No. 144-111-PI-CAL-0072 Rev. R1 System: SK-072 Page System Description Line numbers Connecting Equipment Tag no's 4 BD 410 117 A41 Fuel Gas Package 420-XY-01/TP4 Status Note Design Code B 31.3 System designed for blast Yes CII Calculation no. - blast case SK-072B-R1 CII Calculation no. - design case SK-072A-R1 Process line list Rev. C2 Material specification Rev. C3 Support locations for AFD Yes Support loads issued AFD Yes Support detail drawing approved Partly Flexibility approved Yes Maximum Stresses [ MPa] Sustained Expansion Occasional Blast 34 (24,7%) 51,8 (28%) 34,6 (18,8%) 238,1 ( Equipment Nozzle Loads Tag no. Node no Approved Notes 420-XY-01/TP4 370 Yes (Note 1) Package TP - Standard loads, doc 144-000-ME-SPE 0 0 0 NOTE: 1. The resultant (combined) forces and moments are used.

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Page 1: 144-111-PI-CAL-0072

04/18/2023 file:///tt/file_convert/563dba24550346aa9aa30f01/document.xls document.xls

Client Petro-Canada Netherlands B.V. PIPE STRESS CALCULATION

Project P11-b De Ruyter Production Platform Summary Sheet

Doc. No. 144-111-PI-CAL-0072 Rev. R1 System: SK-072

Page 1 of 1

System Description

Line numbers Connecting Equipment Tag no's

4 BD 410 117 A41 Fuel Gas Package 420-XY-01/TP4

Status Note

Design Code B 31.3

System designed for blast Yes

CII Calculation no. - blast case SK-072B-R1

CII Calculation no. - design case SK-072A-R1

Process line list Rev. C2

Material specification Rev. C3

Support locations for AFD Yes

Support loads issued AFD Yes

Support detail drawing approved Partly

Flexibility approved Yes

Maximum Stresses [ MPa]Sustained Expansion Occasional Blast

34 (24,7%) 51,8 (28%) 34,6 (18,8%) 238,1 (81,5%)

Equipment Nozzle Loads

Tag no. Node no Approved Notes

420-XY-01/TP4 370 Yes (Note 1) Package TP - Standard loads, doc 144-000-ME-SPE-0004 are used.

0

0

0

NOTE: 1. The resultant (combined) forces and moments are used.