{"id":375598,"date":"2024-10-20T02:44:27","date_gmt":"2024-10-20T02:44:27","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-137002021-2\/"},"modified":"2024-10-26T04:47:44","modified_gmt":"2024-10-26T04:47:44","slug":"bs-137002021-2","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-137002021-2\/","title":{"rendered":"BS 13700:2021"},"content":{"rendered":"
This British Standard specifies requirements for the design, performance, testing, inspection, marking and instructions for use of manufactured free\u2010standing permanent guardrails that rely on mass and friction and are intended to protect workers from a fall hazard. These guardrails are not fixed to a structure.<\/p>\n
This British Standard does not apply to:<\/p>\n
temporary counterweighted guardrails (see BS EN 13374);<\/p>\n<\/li>\n
warning chains\/posts used for demarcation;<\/p>\n<\/li>\n
netting or infill panels used as barriers;<\/p>\n<\/li>\n
guardrails that penetrate the structure and secure to the substrate;<\/p>\n<\/li>\n
guardrails designed to support material\u2010handling equipment; and<\/p>\n<\/li>\n
guardrails intended for use on surfaces with a slope of more than 5\u00b0.<\/p>\n<\/li>\n<\/ol>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
5<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Figure 1 \u2014 Free-standing counterweighted guardrail system \u2013 PCGS components <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4 General requirements 4.1 General 4.2 Materials 4.3 Non\u2010metallic materials <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 4.4 Fasteners 4.5 Drainage 4.6 Finish 4.7 Welded assembly 5 Design requirements 5.1 General 5.2 Configuration <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5.3 Counterweights 5.4 Partial safety factors 6 Test requirements 6.1 General <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Table 1 \u2014 Test requirements \u2013 Overview 6.2 Static tests <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | Figure 2 \u2014 Horizontally outwards \u2013 Guardrails and posts Table 2 \u2014 Loadings and requirements for Figure 2 <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | Figure 3 \u2014 Horizontally outwards \u2013 Toeboard (optional) Table 3 \u2014 Loadings and requirements for Figure 3 <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | Figure 4 \u2014 Vertically downwards \u2013 Guardrails and posts Table 4 \u2014 Loadings and requirements for Figure 4 <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Figure 5 \u2014 Vertically downwards \u2013 Toeboard (optional) Table 5 \u2014 Loadings and requirements for Figure 5 <\/td>\n<\/tr>\n | ||||||
19<\/td>\n | Figure 6 \u2014 Horizontally parallel \u2013 Guardrails and posts Table 6 \u2014 Loadings and requirements for Figure 6 <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Figure 7 \u2014 Horizontally parallel \u2013 Toeboard (optional) Table 7 \u2014 Loadings and requirements for Figure 7 <\/td>\n<\/tr>\n | ||||||
21<\/td>\n | Figure 8 \u2014 Vertically upwards \u2013 System Table 8 \u2014 Loadings and requirements for Figure 8 <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | Figure 9 \u2014 Working wind + horizontal outward load \u2013 Guardrails and posts (principal guardrail only) Table 9 \u2014 Loadings and requirements for Figure 9 <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Figure 10 \u2014 Working wind \u2013 Horizontally outwards \u2013 Toeboard Table 10 \u2014 Loadings and requirements for Figure 10 <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 6.3 Evaluation of the recorded test results 6.4 Working wind loading 6.5 Maximum velocity pressure 6.6 Application of the wind loads to the edge protection structure \u2212 Overturning <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 7 Test samples, equipment, and procedures 7.1 Samples 7.2 Test equipment <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Figure 11 \u2014 Load cell position options 7.3 Test procedure <\/td>\n<\/tr>\n | ||||||
27<\/td>\n | 7.4 Static horizontal test <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | 7.5 Static vertical downward test <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 7.6 Static vertical upward test 7.7 Horizontal parallel test <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 7.8 Working wind horizontal test <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 7.9 Test report <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | 8 Markings and instructions 8.1 Markings 8.2 Information to be given to the duty holder <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Figure 12 \u2014 Positioning of end assembly elements <\/td>\n<\/tr>\n | ||||||
34<\/td>\n | 9 Inspection, maintenance, testing and thorough examinations 9.1 General 9.2 Pre-use checks \u2013 Inspection 9.3 Thorough examination <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | Annex A (informative)\u2002 Example of preliminary design information <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | Table A.1 \u2014 Wind speed assessment <\/td>\n<\/tr>\n | ||||||
39<\/td>\n | Annex B (informative)\u2002 Wind speed calculation report Table B.1 \u2014 Wind speed calculation report <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | Annex C (informative)\u2002 Worked examples <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Permanent counterweighted guardrail systems. Specification<\/b><\/p>\n |