{"id":321955,"date":"2024-10-19T22:17:14","date_gmt":"2024-10-19T22:17:14","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-iso-287652016-tc\/"},"modified":"2024-10-25T20:45:08","modified_gmt":"2024-10-25T20:45:08","slug":"bs-en-iso-287652016-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-iso-287652016-tc\/","title":{"rendered":"BS EN ISO 28765:2016 – TC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
43<\/td>\n | European foreword <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
48<\/td>\n | 1\tScope 2\tNormative references <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | 3\tTerms and definitions <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | 4\tSymbols and abbreviated terms <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | 5\tUnits <\/td>\n<\/tr>\n | ||||||
53<\/td>\n | 6\tInformation and requirements to be agreed and documented 6.1\tGeneral 6.2\tInformation to be provided by the purchaser <\/td>\n<\/tr>\n | ||||||
54<\/td>\n | 6.3\tInformation to be provided by the designer 7\tApplicable standards 8\tLoads 8.1\tGeneral <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | 8.2\tContents 8.2.1\tGeneral 8.2.2\tFreeboard 8.2.3\tHydrostatic pressure 8.2.4\tAxial wall forces 8.2.5\tFilling and discharging <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | 8.3\tTank structure 8.4\tRoof 8.5\tEquipment loads 8.5.1\tGeneral 8.5.2\tStatic load 8.5.3\tDynamic load 8.6\tAccess <\/td>\n<\/tr>\n | ||||||
57<\/td>\n | 8.7\tEnvironmental 8.7.1\tGeneral 8.7.2\tSeismic action 8.7.3\tWind 8.7.4\tSnow 8.7.5\tIce 8.8\tAncillary items 9\tDesign 9.1\tGeneral <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | 9.2\tSteel 9.2.1\tSpecification 9.2.2\tEffects of the enamelling process 9.3\tTank 9.3.1\tLoad factors <\/td>\n<\/tr>\n | ||||||
59<\/td>\n | 9.3.2\tTank walls <\/td>\n<\/tr>\n | ||||||
62<\/td>\n | 9.3.3\tTank roof 9.3.4\tAttachment of walls to floor 9.3.5\tTank floor <\/td>\n<\/tr>\n | ||||||
63<\/td>\n | 9.3.6\tAncillary items 9.3.7\tCathodic protection 9.4\tOpenings 9.4.1\tAccess manway 9.4.2\tPipe connections 9.4.3\tOverflows <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | 9.4.4\tReinforcement of manways and pipe connections in the tank shell 9.4.5\tConnections in the roof 9.5\tEffects of accidents 9.5.1\tRisk assessment 9.5.2\tExplosions <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | 9.5.3\tUncontrolled fluctuation in input stream characteristics 10\tVitreous-enamel coating 10.1\tVitreous enamel 10.2\tCoating 10.3\tVitreous-enamel quality 10.3.1\tPreparation and test frequency 10.3.2\tInspection <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | 10.3.3\tOn-site rectification <\/td>\n<\/tr>\n | ||||||
70<\/td>\n | 10.4\tProtection during shipping 10.5\tMaintenance 11\tInstallation 11.1\tGeneral guidance 11.2\tFoundations 11.3\tInspection of the vitreous-enamel coating at the construction site 12\tDisinfection <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Vitreous and porcelain enamels. Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges<\/b><\/p>\n |