{"id":218800,"date":"2024-10-19T14:11:47","date_gmt":"2024-10-19T14:11:47","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-19901-32014\/"},"modified":"2024-10-25T07:27:52","modified_gmt":"2024-10-25T07:27:52","slug":"bs-en-iso-19901-32014","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-19901-32014\/","title":{"rendered":"BS EN ISO 19901-3:2014"},"content":{"rendered":"<p>This part of ISO&nbsp;19901 gives requirements for the design, fabrication, installation, modification and structural integrity management for the topsides structure for an oil and gas platform. It complements ISO&nbsp;19902, ISO&nbsp;19903, ISO&nbsp;19904-1, ISO&nbsp;19905-1 and ISO&nbsp;19906, which give requirements for various forms of support structure. Requirements in this part of ISO&nbsp;19901 concerning modifications and maintenance relate only to those aspects that are of direct relevance to the structural integrity of the topsides structure.<\/p>\n<p>The actions on (structural components of) the topsides structure are derived from this part of ISO&nbsp;19901, where necessary in combination with other International Standards in the ISO&nbsp;19901 series. The resistances of structural components of the topsides structure can be determined by the use of international or national building codes, as specified in this part of ISO&nbsp;19901. If any part of the topsides structure forms part of the primary structure of the overall structural system of the whole platform, the requirements of this part of ISO&nbsp;19901 are supplemented with applicable requirements in ISO&nbsp;19902, ISO&nbsp;19903, ISO&nbsp;19904-1, ISO&nbsp;19905-1 and ISO&nbsp;19906.<\/p>\n<p>This part of ISO&nbsp;19901 is applicable to the topsides of offshore structures for the petroleum and natural gas industries, as follows:<\/p>\n<ul>\n<li>\n<p>topsides of fixed offshore structures;<\/p>\n<\/li>\n<li>\n<p>discrete structural units placed on the hull structures of floating offshore structures and mobile offshore units;<\/p>\n<\/li>\n<li>\n<p>certain aspects of the topsides of arctic structures.<\/p>\n<\/li>\n<\/ul>\n<p>This part of ISO&nbsp;19901 is not applicable to those parts of the superstructure of floating structures that form part of the overall structural system of the floating structure; these parts come under the provisions of ISO&nbsp;19904-1. This part of ISO&nbsp;19901 only applies to the structure of modules on a floating structure that do not contribute to the overall integrity of the floating structural system.<\/p>\n<p>This part of ISO&nbsp;19901 is not applicable to the structure of hulls of mobile offshore units.<\/p>\n<p>This part of ISO&nbsp;19901 does not apply to those parts of floating offshore structures and mobile offshore units that are governed by the rules of a recognized certifying authority and which are wholly within the class rules.<\/p>\n<p>Some aspects of this part of ISO&nbsp;19901 are also applicable to those parts of the hulls of floating offshore structures and mobile offshore units that contain hydrocarbon processing, piping or storage.<\/p>\n<p>This part of ISO&nbsp;19901 contains requirements for, and guidance and information on, the following aspects of topsides structures:<\/p>\n<ul>\n<li>\n<p>design, fabrication, installation and modification;<\/p>\n<\/li>\n<li>\n<p>in-service inspection and structural integrity management;<\/p>\n<\/li>\n<li>\n<p>assessment of existing topsides structures;<\/p>\n<\/li>\n<li>\n<p>reuse;<\/p>\n<\/li>\n<li>\n<p>decommissioning, removal and disposal;<\/p>\n<\/li>\n<li>\n<p>prevention, control and assessment of fire, explosions and other accidental events.<\/p>\n<\/li>\n<\/ul>\n<p>This part of ISO&nbsp;19901 applies to structural components including the following:<\/p>\n<ul>\n<li>\n<p>primary and secondary structure in decks, module support frames and modules;<\/p>\n<\/li>\n<li>\n<p>flare structures;<\/p>\n<\/li>\n<li>\n<p>crane pedestal and other crane support arrangements;<\/p>\n<\/li>\n<li>\n<p>helicopter landing decks (helidecks);<\/p>\n<\/li>\n<li>\n<p>permanent bridges between separate offshore structures;<\/p>\n<\/li>\n<li>\n<p>masts, towers and booms on offshore structures.<\/p>\n<\/li>\n<\/ul>\n<h4>PDF Catalog<\/h4>\n<table border=\"1px\" class=\"des-table\">\n<tr>\n<th>PDF Pages<\/th>\n<th>PDF Title<\/th>\n<\/tr>\n<tr>\n<td><b>4<b><\/td>\n<td>Foreword  <\/td>\n<\/tr>\n<tr>\n<td><b>7<b><\/td>\n<td>Foreword  <\/td>\n<\/tr>\n<tr>\n<td><b>9<b><\/td>\n<td>Introduction  <\/td>\n<\/tr>\n<tr>\n<td><b>11<b><\/td>\n<td>Section sec_1 <br \/> 1\tScope  <\/td>\n<\/tr>\n<tr>\n<td><b>12<b><\/td>\n<td>Section sec_2 <br \/> Section sec_3 <br \/> 2\tNormative references <br \/> 3\tTerms and definitions  <\/td>\n<\/tr>\n<tr>\n<td><b>13<b><\/td>\n<td>Section sec_3.1 <br \/> Section sec_3.2 <br \/> Section sec_3.3 <br \/> Section sec_3.4 <br \/> Section sec_3.5 <br \/> Section sec_3.6 <br \/> Section sec_3.7 <br \/> Section sec_3.8  <\/td>\n<\/tr>\n<tr>\n<td><b>14<b><\/td>\n<td>Section sec_3.9 <br \/> Section sec_3.10 <br \/> Section sec_3.11 <br \/> Section sec_3.12 <br \/> Section sec_3.13 <br \/> Section sec_3.14 <br \/> Section sec_3.15 <br \/> Section sec_3.16  <\/td>\n<\/tr>\n<tr>\n<td><b>15<b><\/td>\n<td>Section sec_3.17 <br \/> Section sec_3.18 <br \/> Section sec_3.19 <br \/> Section sec_3.20 <br \/> Section sec_3.21 <br \/> Section sec_3.22 <br \/> Section sec_3.23  <\/td>\n<\/tr>\n<tr>\n<td><b>16<b><\/td>\n<td>Section sec_3.24 <br \/> Section sec_3.25 <br \/> Section sec_3.26 <br \/> Section sec_3.27 <br \/> Section sec_3.28 <br \/> Section sec_4 <br \/> Section sec_4.1 <br \/> 4\tSymbols and abbreviated terms <br \/> 4.1\tSymbols  <\/td>\n<\/tr>\n<tr>\n<td><b>18<b><\/td>\n<td>Section sec_4.2 <br \/> 4.2\tAbbreviated terms  <\/td>\n<\/tr>\n<tr>\n<td><b>19<b><\/td>\n<td>Section sec_5 <br \/> Section sec_5.1 <br \/> Section sec_5.2 <br \/> Section sec_5.2.1 <br \/> 5\tOverall considerations <br \/> 5.1\tDesign situations <br \/> 5.2\tCodes and standards  <\/td>\n<\/tr>\n<tr>\n<td><b>20<b><\/td>\n<td>Section sec_5.2.2 <br \/> Section sec_5.3 <br \/> Section sec_5.4 <br \/> Section sec_5.5 <br \/> Section sec_5.5.1 <br \/> Section sec_5.5.2 <br \/> 5.3\tDeck elevation and green water <br \/> 5.4\tExposure level <br \/> 5.5\tOperational considerations  <\/td>\n<\/tr>\n<tr>\n<td><b>21<b><\/td>\n<td>Section sec_5.6 <br \/> Section sec_5.7 <br \/> Section sec_5.8 <br \/> Section sec_5.9 <br \/> Section sec_6 <br \/> Section sec_6.1 <br \/> Section sec_6.2 <br \/> Section sec_6.3 <br \/> 5.6\tSelecting the design environmental conditions <br \/> 5.7\tAssessment of existing topsides structures <br \/> 5.8\tReuse of topsides structure <br \/> 5.9\tModifications and refurbishment <br \/> 6\tDesign requirements <br \/> 6.1\tGeneral <br \/> 6.2\tMaterials selection <br \/> 6.3\tDesign conditions  <\/td>\n<\/tr>\n<tr>\n<td><b>22<b><\/td>\n<td>Section sec_6.4 <br \/> Section sec_6.5 <br \/> Section sec_6.5.1 <br \/> Section sec_6.5.2 <br \/> Section sec_6.5.2.1 <br \/> 6.4\tStructural interfaces <br \/> 6.5\tDesign for serviceability limit states (SLS)  <\/td>\n<\/tr>\n<tr>\n<td><b>23<b><\/td>\n<td>Section sec_6.5.2.2 <br \/> Section sec_6.5.2.3 <br \/> Section sec_6.5.2.4 <br \/> Section sec_6.5.2.5  <\/td>\n<\/tr>\n<tr>\n<td><b>24<b><\/td>\n<td>Table tab_1 <br \/> Section sec_6.6 <br \/> 6.6\tDesign for ultimate limit states (ULS)  <\/td>\n<\/tr>\n<tr>\n<td><b>25<b><\/td>\n<td>Section sec_6.7 <br \/> Table tab_2 <br \/> Section sec_6.8 <br \/> Section sec_6.9 <br \/> 6.7\tDesign for fatigue limit states (FLS) <br \/> 6.8\tDesign for accidental limit states (ALS) <br \/> 6.9\tRobustness  <\/td>\n<\/tr>\n<tr>\n<td><b>26<b><\/td>\n<td>Section sec_6.10 <br \/> Section sec_6.11 <br \/> 6.10\tCorrosion control <br \/> 6.11\tDesign for fabrication and inspection  <\/td>\n<\/tr>\n<tr>\n<td><b>27<b><\/td>\n<td>Section sec_6.12 <br \/> Section sec_6.13 <br \/> Section sec_6.13.1 <br \/> Section sec_6.13.2 <br \/> Section sec_6.13.3 <br \/> Section sec_6.13.4 <br \/> Section sec_7 <br \/> Section sec_7.1 <br \/> 6.12\tDesign considerations for structural integrity management <br \/> 6.13\tDesign for decommissioning, removal and disposal <br \/> 7\tActions <br \/> 7.1\tGeneral  <\/td>\n<\/tr>\n<tr>\n<td><b>28<b><\/td>\n<td>Section sec_7.2 <br \/> 7.2\tIn-place actions  <\/td>\n<\/tr>\n<tr>\n<td><b>30<b><\/td>\n<td>Section sec_7.3 <br \/> Section sec_7.3.1 <br \/> Section sec_7.3.2 <br \/> Section sec_7.3.3 <br \/> 7.3\tAction factors  <\/td>\n<\/tr>\n<tr>\n<td><b>31<b><\/td>\n<td>Section sec_7.3.4 <br \/> Section sec_7.4 <br \/> Section sec_7.5 <br \/> 7.4\tVortex-induced vibrations <br \/> 7.5\tDeformations  <\/td>\n<\/tr>\n<tr>\n<td><b>32<b><\/td>\n<td>Section sec_7.6 <br \/> Section sec_7.7 <br \/> Section sec_7.8 <br \/> Section sec_7.8.1 <br \/> 7.6\tWave and current actions <br \/> 7.7\tWind actions <br \/> 7.8\tSeismic actions  <\/td>\n<\/tr>\n<tr>\n<td><b>33<b><\/td>\n<td>Section sec_7.8.2 <br \/> Section sec_7.8.3  <\/td>\n<\/tr>\n<tr>\n<td><b>34<b><\/td>\n<td>Section sec_7.9 <br \/> Section sec_7.9.1 <br \/> Section sec_7.9.2 <br \/> Section sec_7.9.3 <br \/> Section sec_7.10 <br \/> Section sec_7.10.1 <br \/> 7.9\tActions during fabrication and installation <br \/> 7.10\tAccidental situations  <\/td>\n<\/tr>\n<tr>\n<td><b>36<b><\/td>\n<td>Section sec_7.10.2 <br \/> Section sec_7.10.2.1 <br \/> Table tab_3  <\/td>\n<\/tr>\n<tr>\n<td><b>37<b><\/td>\n<td>Section sec_7.10.2.2  <\/td>\n<\/tr>\n<tr>\n<td><b>38<b><\/td>\n<td>Section sec_7.10.2.3 <br \/> Section sec_7.10.2.3.1 <br \/> Section sec_7.10.2.3.2 <br \/> Table tab_4  <\/td>\n<\/tr>\n<tr>\n<td><b>39<b><\/td>\n<td>Figure fig_1  <\/td>\n<\/tr>\n<tr>\n<td><b>40<b><\/td>\n<td>Figure fig_2  <\/td>\n<\/tr>\n<tr>\n<td><b>41<b><\/td>\n<td>Figure fig_3 <br \/> Section sec_7.10.3  <\/td>\n<\/tr>\n<tr>\n<td><b>42<b><\/td>\n<td>Section sec_7.10.4 <br \/> Section sec_7.10.5  <\/td>\n<\/tr>\n<tr>\n<td><b>43<b><\/td>\n<td>Section sec_7.10.6 <br \/> Section sec_7.10.7 <br \/> Section sec_7.10.8 <br \/> Section sec_7.10.9 <br \/> Section sec_7.10.10  <\/td>\n<\/tr>\n<tr>\n<td><b>44<b><\/td>\n<td>Section sec_7.11 <br \/> Section sec_7.11.1 <br \/> Section sec_7.11.2 <br \/> Section sec_7.11.3 <br \/> 7.11\tOther actions  <\/td>\n<\/tr>\n<tr>\n<td><b>45<b><\/td>\n<td>Section sec_7.11.4 <br \/> Section sec_7.11.5 <br \/> Section sec_7.11.6  <\/td>\n<\/tr>\n<tr>\n<td><b>46<b><\/td>\n<td>Section sec_8 <br \/> Section sec_8.1 <br \/> Section sec_8.2 <br \/> 8\tStrength and resistance of structural components <br \/> 8.1\tUse of local building standards <br \/> 8.2\tCylindrical tubular member design  <\/td>\n<\/tr>\n<tr>\n<td><b>47<b><\/td>\n<td>Section sec_8.3 <br \/> Section sec_8.3.1 <br \/> Section sec_8.3.2 <br \/> Section sec_8.3.3 <br \/> Section sec_8.3.4 <br \/> Section sec_8.3.5 <br \/> Section sec_8.4 <br \/> Section sec_8.4.1 <br \/> 8.3\tDesign of non-cylindrical sections <br \/> 8.4\tConnections  <\/td>\n<\/tr>\n<tr>\n<td><b>48<b><\/td>\n<td>Section sec_8.4.2 <br \/> Section sec_8.4.3 <br \/> Section sec_8.5 <br \/> 8.5\tCastings  <\/td>\n<\/tr>\n<tr>\n<td><b>49<b><\/td>\n<td>Section sec_9 <br \/> Section sec_9.1 <br \/> Section sec_9.1.1 <br \/> Section sec_9.1.2 <br \/> Section sec_9.1.3 <br \/> Section sec_9.2 <br \/> Section sec_9.2.1 <br \/> Section sec_9.2.2 <br \/> 9\tStructural systems <br \/> 9.1\tTopsides design <br \/> 9.2\tTopsides structure design models  <\/td>\n<\/tr>\n<tr>\n<td><b>50<b><\/td>\n<td>Section sec_9.2.3 <br \/> Section sec_9.2.4 <br \/> Section sec_9.3 <br \/> Section sec_9.3.1 <br \/> Section sec_9.3.2 <br \/> Section sec_9.3.3 <br \/> Section sec_9.4 <br \/> 9.3\tSupport structure interface <br \/> 9.4\tFlare towers, booms, vents and similar structures  <\/td>\n<\/tr>\n<tr>\n<td><b>51<b><\/td>\n<td>Section sec_9.5 <br \/> Section sec_9.5.1 <br \/> Section sec_9.5.2 <br \/> 9.5\tHelicopter landing facilities (helidecks)  <\/td>\n<\/tr>\n<tr>\n<td><b>52<b><\/td>\n<td>Section sec_9.5.3 <br \/> Section sec_9.5.3.1 <br \/> Section sec_9.5.3.2 <br \/> Section sec_9.5.3.3  <\/td>\n<\/tr>\n<tr>\n<td><b>53<b><\/td>\n<td>Section sec_9.5.3.4  <\/td>\n<\/tr>\n<tr>\n<td><b>54<b><\/td>\n<td>Section sec_9.5.3.5 <br \/> Section sec_9.5.3.6 <br \/> Section sec_9.5.3.7 <br \/> Section sec_9.5.4 <br \/> Section sec_9.6 <br \/> Section sec_9.6.1 <br \/> 9.6\tCrane support structure  <\/td>\n<\/tr>\n<tr>\n<td><b>55<b><\/td>\n<td>Section sec_9.6.2  <\/td>\n<\/tr>\n<tr>\n<td><b>56<b><\/td>\n<td>Table tab_5 <br \/> Section sec_9.6.3 <br \/> Section sec_9.6.4  <\/td>\n<\/tr>\n<tr>\n<td><b>57<b><\/td>\n<td>Section sec_9.7 <br \/> Section sec_9.8 <br \/> 9.7\tDerrick design <br \/> 9.8\tBridges  <\/td>\n<\/tr>\n<tr>\n<td><b>58<b><\/td>\n<td>Section sec_9.9 <br \/> Section sec_9.10 <br \/> Section sec_9.11 <br \/> 9.9\tBridge bearings <br \/> 9.10\tAnti-vibration mountings for modules and major equipment skids <br \/> 9.11\tSystem interface assumptions  <\/td>\n<\/tr>\n<tr>\n<td><b>59<b><\/td>\n<td>Section sec_9.12 <br \/> Section sec_9.13 <br \/> Section sec_9.14 <br \/> Section sec_9.15 <br \/> Section sec_9.16 <br \/> Section sec_9.17 <br \/> 9.12\tFire protection systems <br \/> 9.13\tPenetrations <br \/> 9.14\tDifficult-to-inspect areas <br \/> 9.15\tDrainage <br \/> 9.16\tActions due to drilling operations <br \/> 9.17\tStrength reduction due to heat  <\/td>\n<\/tr>\n<tr>\n<td><b>60<b><\/td>\n<td>Section sec_9.18 <br \/> Section sec_9.19 <br \/> Section sec_10 <br \/> Section sec_10.1 <br \/> 9.18\tWalkways, laydown areas and equipment maintenance <br \/> 9.19\tMuster areas and lifeboat stations <br \/> 10\tMaterials <br \/> 10.1\tGeneral  <\/td>\n<\/tr>\n<tr>\n<td><b>61<b><\/td>\n<td>Section sec_10.2 <br \/> Table tab_6 <br \/> 10.2\tCarbon steel  <\/td>\n<\/tr>\n<tr>\n<td><b>62<b><\/td>\n<td>Table tab_7  <\/td>\n<\/tr>\n<tr>\n<td><b>63<b><\/td>\n<td>Section sec_10.3 <br \/> Section sec_10.3.1 <br \/> Section sec_10.3.2 <br \/> Section sec_10.3.3 <br \/> 10.3\tStainless steel  <\/td>\n<\/tr>\n<tr>\n<td><b>64<b><\/td>\n<td>Section sec_10.4 <br \/> Section sec_10.4.1 <br \/> Section sec_10.4.2 <br \/> Section sec_10.4.3 <br \/> Section sec_10.4.4 <br \/> 10.4\tAluminium alloys  <\/td>\n<\/tr>\n<tr>\n<td><b>65<b><\/td>\n<td>Section sec_10.5 <br \/> Section sec_10.6 <br \/> Section sec_11 <br \/> Section sec_11.1 <br \/> Section sec_11.1.1 <br \/> Section sec_11.1.2 <br \/> Section sec_11.1.3 <br \/> 10.5\tFibre-reinforced composites <br \/> 10.6\tTimber <br \/> 11\tFabrication, quality control, quality assurance and documentation <br \/> 11.1\tAssembly  <\/td>\n<\/tr>\n<tr>\n<td><b>66<b><\/td>\n<td>Section sec_11.1.4 <br \/> Section sec_11.2 <br \/> Section sec_11.3 <br \/> Section sec_11.4 <br \/> 11.2\tWelding <br \/> 11.3\tFabrication inspection <br \/> 11.4\tQuality control, quality assurance and documentation  <\/td>\n<\/tr>\n<tr>\n<td><b>67<b><\/td>\n<td>Section sec_11.5 <br \/> Section sec_11.5.1 <br \/> Section sec_11.5.2 <br \/> Section sec_12 <br \/> Section sec_12.1 <br \/> Section sec_12.2 <br \/> Section sec_12.3 <br \/> Section sec_12.3.1 <br \/> Section sec_12.3.2 <br \/> 11.5\tCorrosion protection <br \/> 12\tCorrosion control <br \/> 12.1\tGeneral <br \/> 12.2\tForms of corrosion, associated corrosion rates and corrosion damage <br \/> 12.3\tDesign of corrosion control  <\/td>\n<\/tr>\n<tr>\n<td><b>68<b><\/td>\n<td>Section sec_12.3.3 <br \/> Section sec_12.3.4 <br \/> Section sec_12.3.5 <br \/> Section sec_12.4 <br \/> Section sec_12.4.1 <br \/> 12.4\tFabrication and installation of corrosion control  <\/td>\n<\/tr>\n<tr>\n<td><b>69<b><\/td>\n<td>Section sec_12.4.2 <br \/> Section sec_12.4.3 <br \/> Section sec_12.5 <br \/> Section sec_12.5.1 <br \/> Section sec_12.5.2 <br \/> Section sec_12.5.3 <br \/> Section sec_13 <br \/> 12.5\tIn-service inspection, monitoring and maintenance of corrosion control <br \/> 13\tLoadout, transportation and installation  <\/td>\n<\/tr>\n<tr>\n<td><b>70<b><\/td>\n<td>Section sec_14 <br \/> Section sec_14.1 <br \/> Section sec_14.2 <br \/> Section sec_14.2.1 <br \/> Section sec_14.2.2 <br \/> Section sec_14.2.3 <br \/> Section sec_14.2.4 <br \/> Section sec_14.2.5 <br \/> Section sec_14.2.6 <br \/> 14\tIn-service inspection and structural integrity management <br \/> 14.1\tGeneral <br \/> 14.2\tParticular considerations applying to topsides structures  <\/td>\n<\/tr>\n<tr>\n<td><b>71<b><\/td>\n<td>Section sec_14.3 <br \/> Section sec_14.3.1 <br \/> Section sec_14.3.2 <br \/> Section sec_14.3.3 <br \/> 14.3\tTopsides structure default inspection scopes  <\/td>\n<\/tr>\n<tr>\n<td><b>72<b><\/td>\n<td>Section sec_14.3.4 <br \/> Section sec_14.3.5 <br \/> Section sec_15 <br \/> 15\tAssessment of existing topsides structures  <\/td>\n<\/tr>\n<tr>\n<td><b>73<b><\/td>\n<td>Section sec_16 <br \/> 16\tReuse of topsides structure  <\/td>\n<\/tr>\n<tr>\n<td><b>74<b><\/td>\n<td>Annex sec_A <br \/> Annex sec_A.1 <br \/> Annex sec_A.2 <br \/> Annex sec_A.3 <br \/> Annex sec_A.4 <br \/> Annex sec_A.5 <br \/> Annex sec_A.5.1 <br \/> Annex sec_A.5.2 <br \/> Annex\u00a0A<br \/>\n(informative)<\/p>\n<p>Additional information and guidance  <\/td>\n<\/tr>\n<tr>\n<td><b>75<b><\/td>\n<td>Annex sec_A.5.3 <br \/> Annex sec_A.5.4 <br \/> Annex sec_A.5.5 <br \/> Annex sec_A.5.6 <br \/> Annex sec_A.5.7 <br \/> Annex sec_A.5.8 <br \/> Annex sec_A.5.9 <br \/> Annex sec_A.6 <br \/> Annex sec_A.6.1 <br \/> Annex sec_A.6.2 <br \/> Annex sec_A.6.3  <\/td>\n<\/tr>\n<tr>\n<td><b>76<b><\/td>\n<td>Annex sec_A.6.4 <br \/> Annex sec_A.6.5 <br \/> Annex sec_A.6.5.1 <br \/> Annex sec_A.6.5.2 <br \/> Annex sec_A.6.5.2.1 <br \/> Annex sec_A.6.5.2.2 <br \/> Annex sec_A.6.5.2.3  <\/td>\n<\/tr>\n<tr>\n<td><b>77<b><\/td>\n<td>Annex sec_A.6.5.2.4 <br \/> Annex sec_A.6.5.3 <br \/> Annex sec_A.6.6 <br \/> Annex sec_A.6.7 <br \/> Annex sec_A.6.8 <br \/> Annex sec_A.6.9  <\/td>\n<\/tr>\n<tr>\n<td><b>78<b><\/td>\n<td>Annex sec_A.6.10 <br \/> Annex sec_A.6.11 <br \/> Annex sec_A.6.12 <br \/> Annex sec_A.6.13 <br \/> Annex sec_A.6.13.1 <br \/> Annex sec_A.6.13.2 <br \/> Annex sec_A.6.13.3 <br \/> Annex sec_A.6.13.4 <br \/> Annex sec_A.7 <br \/> Annex sec_A.7.1 <br \/> Annex sec_A.7.2  <\/td>\n<\/tr>\n<tr>\n<td><b>79<b><\/td>\n<td>Annex sec_A.7.3 <br \/> Annex sec_A.7.4 <br \/> Annex sec_A.7.5 <br \/> Annex sec_A.7.6 <br \/> Annex sec_A.7.7 <br \/> Annex sec_A.7.8 <br \/> Annex sec_A.7.8.1  <\/td>\n<\/tr>\n<tr>\n<td><b>80<b><\/td>\n<td>Annex sec_A.7.8.2 <br \/> Annex sec_A.7.8.3  <\/td>\n<\/tr>\n<tr>\n<td><b>81<b><\/td>\n<td>Annex sec_A.7.9 <br \/> Annex sec_A.7.10 <br \/> Annex sec_A.7.10.1  <\/td>\n<\/tr>\n<tr>\n<td><b>82<b><\/td>\n<td>Annex sec_A.7.10.2 <br \/> Annex sec_A.7.10.2.1  <\/td>\n<\/tr>\n<tr>\n<td><b>83<b><\/td>\n<td>Annex sec_A.7.10.2.2 <br \/> Annex sec_A.7.10.2.3 <br \/> Annex sec_A.7.10.3 <br \/> Annex sec_A.7.10.4 <br \/> Annex sec_A.7.10.4.1 <br \/> Annex sec_A.7.10.4.1.1 <br \/> Annex sec_A.7.10.4.1.2  <\/td>\n<\/tr>\n<tr>\n<td><b>84<b><\/td>\n<td>Annex sec_A.7.10.4.1.3  <\/td>\n<\/tr>\n<tr>\n<td><b>85<b><\/td>\n<td>Table tab_g <br \/> Figure fig_A.1 <br \/> Annex sec_A.7.10.4.1.4  <\/td>\n<\/tr>\n<tr>\n<td><b>86<b><\/td>\n<td>Annex sec_A.7.10.4.2 <br \/> Annex sec_A.7.10.4.2.1 <br \/> Annex sec_A.7.10.4.2.2  <\/td>\n<\/tr>\n<tr>\n<td><b>87<b><\/td>\n<td>Annex sec_A.7.10.4.2.3 <br \/> Annex sec_A.7.10.4.2.4  <\/td>\n<\/tr>\n<tr>\n<td><b>88<b><\/td>\n<td>Annex sec_A.7.10.4.2.5  <\/td>\n<\/tr>\n<tr>\n<td><b>89<b><\/td>\n<td>Annex sec_A.7.10.4.3 <br \/> Annex sec_A.7.10.4.3.1  <\/td>\n<\/tr>\n<tr>\n<td><b>90<b><\/td>\n<td>Annex sec_A.7.10.4.3.2 <br \/> Annex sec_A.7.10.4.3.3  <\/td>\n<\/tr>\n<tr>\n<td><b>91<b><\/td>\n<td>Annex sec_A.7.10.4.3.4 <br \/> Annex sec_A.7.10.4.4 <br \/> Annex sec_A.7.10.4.4.1  <\/td>\n<\/tr>\n<tr>\n<td><b>92<b><\/td>\n<td>Annex sec_A.7.10.4.4.2  <\/td>\n<\/tr>\n<tr>\n<td><b>93<b><\/td>\n<td>Annex sec_A.7.10.4.4.3 <br \/> Annex sec_A.7.10.4.4.4 <br \/> Annex sec_A.7.10.4.5  <\/td>\n<\/tr>\n<tr>\n<td><b>94<b><\/td>\n<td>Annex sec_A.7.10.5 <br \/> Annex sec_A.7.10.5.1  <\/td>\n<\/tr>\n<tr>\n<td><b>95<b><\/td>\n<td>Annex sec_A.7.10.5.2  <\/td>\n<\/tr>\n<tr>\n<td><b>96<b><\/td>\n<td>Table tab_A.1  <\/td>\n<\/tr>\n<tr>\n<td><b>97<b><\/td>\n<td>Table tab_j <br \/> Figure fig_A.2 <br \/> Annex sec_A.7.10.5.3  <\/td>\n<\/tr>\n<tr>\n<td><b>98<b><\/td>\n<td>Table tab_A.2 <br \/> Table tab_A.3  <\/td>\n<\/tr>\n<tr>\n<td><b>99<b><\/td>\n<td>Annex sec_A.7.10.5.4 <br \/> Annex sec_A.7.10.5.5  <\/td>\n<\/tr>\n<tr>\n<td><b>100<b><\/td>\n<td>Annex sec_A.7.10.5.6 <br \/> Annex sec_A.7.10.5.6.1 <br \/> Annex sec_A.7.10.5.6.2 <br \/> Annex sec_A.7.10.5.6.3 <br \/> Annex sec_A.7.10.5.6.4  <\/td>\n<\/tr>\n<tr>\n<td><b>101<b><\/td>\n<td>Annex sec_A.7.10.5.6.5 <br \/> Annex sec_A.7.10.5.6.6  <\/td>\n<\/tr>\n<tr>\n<td><b>102<b><\/td>\n<td>Annex sec_A.7.10.5.7  <\/td>\n<\/tr>\n<tr>\n<td><b>103<b><\/td>\n<td>Table tab_A.4 <br \/> Annex sec_A.7.10.6 <br \/> Annex sec_A.7.10.6.1  <\/td>\n<\/tr>\n<tr>\n<td><b>104<b><\/td>\n<td>Annex sec_A.7.10.6.2 <br \/> Annex sec_A.7.10.6.3 <br \/> Annex sec_A.7.10.6.4 <br \/> Annex sec_A.7.10.6.5  <\/td>\n<\/tr>\n<tr>\n<td><b>105<b><\/td>\n<td>Annex sec_A.7.10.6.6 <br \/> Annex sec_A.7.10.7 <br \/> Annex sec_A.7.10.8 <br \/> Annex sec_A.7.10.9 <br \/> Annex sec_A.7.10.10  <\/td>\n<\/tr>\n<tr>\n<td><b>106<b><\/td>\n<td>Annex sec_A.7.11 <br \/> Annex sec_A.8 <br \/> Annex sec_A.8.1 <br \/> Annex sec_A.8.2  <\/td>\n<\/tr>\n<tr>\n<td><b>107<b><\/td>\n<td>Annex sec_A.8.3 <br \/> Annex sec_A.8.3.1 <br \/> Annex sec_A.8.3.2 <br \/> Annex sec_A.8.3.3 <br \/> Annex sec_A.8.3.4 <br \/> Annex sec_A.8.3.5 <br \/> Annex sec_A.8.4 <br \/> Annex sec_A.8.4.1 <br \/> Annex sec_A.8.4.2 <br \/> Annex sec_A.8.4.3 <br \/> Annex sec_A.8.5 <br \/> Annex sec_A.9 <br \/> Annex sec_A.9.1  <\/td>\n<\/tr>\n<tr>\n<td><b>108<b><\/td>\n<td>Annex sec_A.9.2 <br \/> Annex sec_A.9.3 <br \/> Annex sec_A.9.4 <br \/> Annex sec_A.9.5 <br \/> Annex sec_A.9.5.1  <\/td>\n<\/tr>\n<tr>\n<td><b>109<b><\/td>\n<td>Table tab_A.5 <br \/> Annex sec_A.9.5.2 <br \/> Annex sec_A.9.5.3  <\/td>\n<\/tr>\n<tr>\n<td><b>110<b><\/td>\n<td>Annex sec_A.9.5.4 <br \/> Annex sec_A.9.6  <\/td>\n<\/tr>\n<tr>\n<td><b>111<b><\/td>\n<td>Annex sec_A.9.7 <br \/> Annex sec_A.9.8  <\/td>\n<\/tr>\n<tr>\n<td><b>112<b><\/td>\n<td>Annex sec_A.9.9 <br \/> Annex sec_A.9.10 <br \/> Annex sec_A.9.11 <br \/> Annex sec_A.9.12 <br \/> Annex sec_A.9.13 <br \/> Annex sec_A.9.14 <br \/> Annex sec_A.9.15 <br \/> Annex sec_A.9.16 <br \/> Annex sec_A.9.17 <br \/> Annex sec_A.9.18 <br \/> Annex sec_A.9.19  <\/td>\n<\/tr>\n<tr>\n<td><b>113<b><\/td>\n<td>Annex sec_A.10 <br \/> Annex sec_A.10.1 <br \/> Annex sec_A.10.2 <br \/> Annex sec_A.10.3 <br \/> Annex sec_A.10.4 <br \/> Annex sec_A.10.5 <br \/> Annex sec_A.10.6  <\/td>\n<\/tr>\n<tr>\n<td><b>114<b><\/td>\n<td>Annex sec_A.11 <br \/> Annex sec_A.11.1 <br \/> Annex sec_A.11.2 <br \/> Annex sec_A.11.3 <br \/> Annex sec_A.11.4  <\/td>\n<\/tr>\n<tr>\n<td><b>115<b><\/td>\n<td>Annex sec_A.11.5 <br \/> Annex sec_A.12 <br \/> Annex sec_A.13  <\/td>\n<\/tr>\n<tr>\n<td><b>116<b><\/td>\n<td>Annex sec_A.14 <br \/> Annex sec_A.14.1 <br \/> Annex sec_A.14.2 <br \/> Annex sec_A.14.2.1 <br \/> Annex sec_A.14.2.2 <br \/> Annex sec_A.14.2.3 <br \/> Annex sec_A.14.2.4 <br \/> Annex sec_A.14.2.5 <br \/> Annex sec_A.14.2.6 <br \/> Annex sec_A.14.3 <br \/> Annex sec_A.14.3.1 <br \/> Annex sec_A.14.3.2  <\/td>\n<\/tr>\n<tr>\n<td><b>117<b><\/td>\n<td>Annex sec_A.14.3.3 <br \/> Annex sec_A.14.3.4 <br \/> Annex sec_A.14.3.5 <br \/> Annex sec_A.15 <br \/> Annex sec_A.16  <\/td>\n<\/tr>\n<tr>\n<td><b>118<b><\/td>\n<td>Annex sec_B <br \/> Annex sec_B.1 <br \/> Annex sec_B.2 <br \/> Table tab_B.1 <br \/> Annex sec_B.3 <br \/> Annex sec_B.3.1 <br \/> Annex\u00a0B<br \/>\n(informative)<\/p>\n<p>Example calculation of building code correspondence factor  <\/td>\n<\/tr>\n<tr>\n<td><b>119<b><\/td>\n<td>Table tab_B.2 <br \/> Annex sec_B.3.2 <br \/> Table tab_B.3 <br \/> Annex sec_B.3.3  <\/td>\n<\/tr>\n<tr>\n<td><b>120<b><\/td>\n<td>Table tab_B.4 <br \/> Annex sec_B.3.4 <br \/> Table tab_B.5 <br \/> Annex sec_B.4 <br \/> Annex sec_B.4.1  <\/td>\n<\/tr>\n<tr>\n<td><b>121<b><\/td>\n<td>Table tab_B.6 <br \/> Annex sec_B.4.2 <br \/> Table tab_B.7 <br \/> Annex sec_B.4.3  <\/td>\n<\/tr>\n<tr>\n<td><b>122<b><\/td>\n<td>Table tab_B.8 <br \/> Annex sec_B.4.5 <br \/> Table tab_B.9 <br \/> Annex sec_B.4.6  <\/td>\n<\/tr>\n<tr>\n<td><b>123<b><\/td>\n<td>Table tab_B.10  <\/td>\n<\/tr>\n<tr>\n<td><b>124<b><\/td>\n<td>Annex sec_C <br \/> Table tab_C.1 <br \/> Annex\u00a0C<br \/>\n(informative)<\/p>\n<p>Regional information <br \/> Annex\u00a0C<br \/>\n(informative)<\/p>\n<p>Regional information  <\/td>\n<\/tr>\n<tr>\n<td><b>125<b><\/td>\n<td>Reference ref_1 <br \/> Reference ref_2 <br \/> Reference ref_3 <br \/> Reference ref_4 <br \/> Reference ref_5 <br \/> Reference ref_6 <br \/> Reference ref_7 <br \/> Reference ref_8 <br \/> Reference ref_9 <br \/> Reference ref_10 <br \/> Reference ref_11 <br \/> Reference ref_12 <br \/> Reference ref_13 <br \/> Reference ref_14 <br \/> Reference ref_15 <br \/> Reference ref_16 <br \/> Reference ref_17 <br \/> Reference ref_18 <br \/> Reference ref_19 <br \/> Reference ref_20 <br \/> Reference ref_21 <br \/> Bibliography <br \/> Bibliography  <\/td>\n<\/tr>\n<tr>\n<td><b>126<b><\/td>\n<td>Reference ref_22 <br \/> Reference ref_23 <br \/> Reference ref_24 <br \/> Reference ref_25 <br \/> Reference ref_26 <br \/> Reference ref_27 <br \/> Reference ref_28 <br \/> Reference ref_29 <br \/> Reference ref_30 <br \/> Reference ref_31 <br \/> Reference ref_32 <br \/> Reference ref_33 <br \/> Reference ref_34 <br \/> Reference ref_35 <br \/> Reference ref_36 <br \/> Reference ref_37 <br \/> Reference ref_38 <br \/> Reference ref_39 <br \/> Reference ref_40 <br \/> Reference ref_41 <br \/> Reference ref_42 <br \/> Reference ref_43  <\/td>\n<\/tr>\n<tr>\n<td><b>127<b><\/td>\n<td>Reference ref_44 <br \/> Reference ref_45 <br \/> Reference ref_46 <br \/> Reference ref_47 <br \/> Reference ref_48 <br \/> Reference ref_49 <br \/> Reference ref_50 <br \/> Reference ref_51 <br \/> Reference ref_52 <br \/> Reference ref_53 <br \/> Reference ref_54 <br \/> Reference ref_55 <br \/> Reference ref_56 <br \/> Reference ref_57 <br \/> Reference ref_58 <br \/> Reference ref_59 <br \/> Reference ref_60 <br \/> Reference ref_61 <br \/> Reference ref_62 <br \/> Reference ref_63 <br \/> Reference ref_64 <br \/> Reference ref_65 <br \/> Reference ref_66  <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"<p><b>Petroleum and natural gas industries. Specific requirements for offshore structures &#8211; Topsides structure<\/b><\/p>\n<table class=\"shortdes-table\" style=\"width: 100%\" border=\"0\" cellspacing=\"0\" cellpadding=\"0\">\n<tbody>\n<tr>\n<td>Published By<\/td>\n<td>Publication Date<\/td>\n<td>Number of Pages<\/td>\n<\/tr>\n<tr>\n<td><a href=\"https:\/\/pdfstandards.shop\/product-category\/publishers\/bsi\/\"><b>BSI<\/b><\/a><\/td>\n<td>2014<\/td>\n<td>130<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":218806,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1079,2641],"product_tag":[],"class_list":{"0":"post-218800","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-75-180-10","7":"product_cat-bsi","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/218800","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/218806"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=218800"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=218800"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=218800"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}