The holding time and temperature shall be as recommended by the steel manufacturer. The temperature difference between different parts of the structure during soaking time shall not exceed 30 qC within the heated area. Double sided heating shall be used as far as possible. The temperatures shall be continuously and automatically recorded on a chart. Grinding tools, direction, surface roughness and final profile shall be specified. Reference samples for typical joints and sections may be prepared and used for acceptance of treated welds.
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The NORSOK standards are normally based on recognised international standards, adding the provisions deemed necessary to fill the broad needs of the Norwegian petroleum industry. Introduction The reference document for grade specifications is the August edition of EN The main changes in Rev. Latest issue of the references shall be used unless otherwise agreed. Other recognized standards may be used provided it can be shown that they meet or exceed the requirements and guidelines of the standards referenced below.
Normative references are given in the individual data sheets. The reference document for grade specifications is the August edition of EN In addition the MDS specifies the selected options in the referred standard and modified requirements which shall supersede the corresponding requirements in the referred standard. The material selection menu for the actual strength levels and grades is shown in table 1. An evaluation should be carried out to determine the optimum grades.
All references in the MDS are to the relevant material standard unless otherwise specified. These grades shall not be used for thicknesses above 25 mm. The thickness is limited to 50 mm. The thickness is limited to 40 mm. The thickness is limited to 25 mm. The thickness is limited to 16 mm.
NORSOK Structural Steel Fabrication M-101
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