{"id":29761,"date":"2024-10-17T03:21:10","date_gmt":"2024-10-17T03:21:10","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asme-b31e-08\/"},"modified":"2024-10-24T14:14:32","modified_gmt":"2024-10-24T14:14:32","slug":"asme-b31e-08","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asme\/asme-b31e-08\/","title":{"rendered":"ASME B31E 08"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
4<\/td>\n | CONTENTS TABLES <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | FOREWORD <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | COMMITTEE ROSTER <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | CORRESPONDENCE WITH THE B31 COMMITTEE <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | INTRODUCTION <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 1 PURPOSE 1.1 Scope 1.2 Terms and Definitions 1.3 Required Input STANDARD FOR THE SEISMIC DESIGN AND RETROFIT OF ABOVE\u00c3\u0192GROUND PIPING SYSTEMS <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 2 MATERIALS 2.1 Applicability 2.2 Retrofit 3 DESIGN 3.1 Seismic Loading 3.2 Design Method 3.3 Design By Rule 3.3.1 3.3.2 <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 3.3.3 3.3.4 3.3.5 3.3.6 3.3.7 3.3.8 3.4 Design by Analysis 1 Seismic Design Requirements, Applicable Sections 2 Maximum Span, ft (m), Between Lateral Seismic Restraints for Steel Pipe With a Yield Stress of 35 ksi (238 MPa), in Water Service at 70\u00b0F (21\u00b0C) <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 3.5 Alternative Design Methods 3.6 Mechanical Joints 3.7 Seismic Restraints 3.7.1 3.7.2 3.7.3 3.7.4 3.7.5 3.8 Equipment and Components <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 4 INTERACTIONS 5 DOCUMENTATION 6 MAINTENANCE 7 REFERENCES <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | How can you reach us? It\u00c5\u2019s easier than ever! <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASME B31E Standard for the Seismic Design and Retrofit of Above-Ground Piping Systems <\/b><\/p>\n |