{"id":403108,"date":"2024-10-20T05:04:35","date_gmt":"2024-10-20T05:04:35","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-1139-62022-tc\/"},"modified":"2024-10-26T09:02:23","modified_gmt":"2024-10-26T09:02:23","slug":"bs-1139-62022-tc","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-1139-62022-tc\/","title":{"rendered":"BS 1139-6:2022 – TC"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
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1<\/td>\n | 30451699 <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | A-30412755 <\/td>\n<\/tr>\n | ||||||
75<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
77<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
78<\/td>\n | 3 Terms and definitions and symbols <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | Figure 1 \u2014 Bay Figure 2 \u2014 Cantilever platform <\/td>\n<\/tr>\n | ||||||
81<\/td>\n | Figure 3 \u2014 Base plate Figure 4 \u2014 Bridge beam Figure 5 \u2014 Bridge deck <\/td>\n<\/tr>\n | ||||||
82<\/td>\n | Figure 6 \u2014 End frame Figure 7 \u2014 Walk through end frame Figure 8 \u2014 Step through end frame <\/td>\n<\/tr>\n | ||||||
83<\/td>\n | Figure 9 \u2014 Portal end frame Figure 10 \u2014 High clearance frame Figure 11 \u2014 Cantilever tower scaffold <\/td>\n<\/tr>\n | ||||||
84<\/td>\n | Figure 12 \u2014 Large deck tower scaffold Figure 13 \u2014 Linked tower scaffold <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | Figure 14 \u2014 Stepped tower scaffold <\/td>\n<\/tr>\n | ||||||
86<\/td>\n | 4 Classification 4.1 Load classes Table 1 \u2014 Load classes 4.2 Access classes 4.3 Height classes 4.4 Configuration classes 4.5 Wind classes <\/td>\n<\/tr>\n | ||||||
87<\/td>\n | Table 2 \u2014 Wind classes 5 Materials 6 General requirements 6.1 General and standard configurations Table 3 \u2014 Standard configurations \u2013 Limits <\/td>\n<\/tr>\n | ||||||
88<\/td>\n | 6.2 Dimensions Figure 15 \u2014 High clearance frame <\/td>\n<\/tr>\n | ||||||
89<\/td>\n | Figure 16 \u2014 Walk through frames Figure 17 \u2014 Step through frames <\/td>\n<\/tr>\n | ||||||
90<\/td>\n | Figure 18 \u2014 Portal end frames 6.3 Openings within platforms 6.4 Side protection 6.5 Castor wheels and base plates 6.6 Access to platforms 6.7 Means for stabilizing <\/td>\n<\/tr>\n | ||||||
91<\/td>\n | 6.8 Connections 6.9 Working and access platform units 6.10 Assembly and dismantling 6.11 Requirements for prefabricated tower scaffolds less than 2 m working platform height 6.12 Requirements for prefabricated tower scaffolds used for access to another place 6.13 Vertical distances between platforms <\/td>\n<\/tr>\n | ||||||
92<\/td>\n | Figure 19 \u2014 Maximum distance between platforms 7 Requirements for structural design 7.1 General <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | Table 4 \u2014 Service loads on the whole structure Table 5 \u2014 Service loads on parts of the structure <\/td>\n<\/tr>\n | ||||||
94<\/td>\n | 7.2 Characteristic actions on the complete structure including its parts <\/td>\n<\/tr>\n | ||||||
95<\/td>\n | 7.3 Characteristic actions on parts of the structure <\/td>\n<\/tr>\n | ||||||
96<\/td>\n | 7.4 Deflections 8 Structural design 8.1 Basic design principle <\/td>\n<\/tr>\n | ||||||
97<\/td>\n | 8.2 Structural analysis 8.3 Verification 8.4 Positional stability <\/td>\n<\/tr>\n | ||||||
99<\/td>\n | 9 Deflection 10 Design validation 10.1 Method 10.2 Verification report 10.3 Design certificate <\/td>\n<\/tr>\n | ||||||
100<\/td>\n | 11 Information to be supplied with the prefabricated tower scaffold 11.1 General <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | 11.2 Identification of components in the structure 11.3 Assembly, permissible alterations and dismantling <\/td>\n<\/tr>\n | ||||||
103<\/td>\n | 11.4 Stability 11.5 Application and moving <\/td>\n<\/tr>\n | ||||||
106<\/td>\n | 11.6 Inspection, care and maintenance 12 Marking <\/td>\n<\/tr>\n | ||||||
107<\/td>\n | 13 Assessment <\/td>\n<\/tr>\n | ||||||
108<\/td>\n | Annex A (informative)\u2002 Contents of an assembly, use and dismantling plan <\/td>\n<\/tr>\n | ||||||
110<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Metal scaffolding – Prefabricated tower scaffolds outside the scope of BS EN 1004, but utilizing components from such systems. Specification<\/b><\/p>\n |