| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 60<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
| 63<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
| 64<\/td>\n | 3 Terms and definitions 4 Materials 4.1 Infill \u2014 Mesh types <\/td>\n<\/tr>\n | ||||||
| 65<\/td>\n | Table 1 \u2014 Characteristics of compliant welded mesh specifications Table 2 \u2014 Characteristics of compliant expanded metal mesh panels <\/td>\n<\/tr>\n | ||||||
| 66<\/td>\n | Table 3 \u2014 Characteristics of compliant woven mesh panels <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | Figure 1 \u2014 Example of typical welded mesh <\/td>\n<\/tr>\n | ||||||
| 68<\/td>\n | Figure 2 \u2014 Example of typical expanded metal mesh Figure 3 \u2014 Example of typical woven mesh <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | 4.2 Posts 4.3 Fittings 5 Design 5.1 Loading <\/td>\n<\/tr>\n | ||||||
| 70<\/td>\n | Table 4 \u2014 Loads to be applied 5.2 Toppings 5.3 Security against burrowing 6 Foundations and sills 6.1 General 6.2 Concrete sills 6.3 Concrete for post foundations and sills 7 Construction of gates 7.1 General <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | Table 5 \u2014 Typical frame sizes for individual gate leaf widths (pairs or singles)A) 7.2 Hinges <\/td>\n<\/tr>\n | ||||||
| 72<\/td>\n | Figure 4 \u2014 Example of a hinge design Table 6 \u2014 Typical minimum requirements for fittings for gates Table 7 \u2014 Typical minimum dimensions for gate fittings <\/td>\n<\/tr>\n | ||||||
| 73<\/td>\n | Figure 5 \u2014 Example of a hinge eyebolt <\/td>\n<\/tr>\n | ||||||
| 74<\/td>\n | Figure 6 \u2014 Example of a hinge pin 7.3 Drop bolts and slam plates Figure 7 \u2014 Example of a drop bolt arrangement <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | 7.4 Locking mechanisms Figure 8 \u2014 Example of a locking bar arrangement 7.5 Gate posts <\/td>\n<\/tr>\n | ||||||
| 76<\/td>\n | Table 8 \u2014 Typical steel post sizes (SHS) for individual gate leaf widths (pairs or singles)A) 7.6 Welding 8 Installation 8.1 Level and line <\/td>\n<\/tr>\n | ||||||
| 77<\/td>\n | 8.2 Posts Table 9 \u2014 Typical post foundations for general purpose fences 8.3 Cranked tops and extension arms 8.4 Bolts <\/td>\n<\/tr>\n | ||||||
| 78<\/td>\n | 9 Statement of conformity 9.1 Fence manufacturer 9.2 Fence installer 9.3 Certificate 9.4 Statement <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | Annex A (informative)\u2002 Specifying an open mesh steel panel fence <\/td>\n<\/tr>\n | ||||||
| 80<\/td>\n | Annex B (normative)\u2002 Steel components and protective treatment <\/td>\n<\/tr>\n | ||||||
| 81<\/td>\n | Table B.1 \u2014 Recommended steel grades <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | Annex C (normative)\u2002 Calculation of wind loads Table C.1 \u2014 Drag coefficients (Cd) of fence panels <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Table C.2 \u2014 Calculations for each component <\/td>\n<\/tr>\n | ||||||
| 84<\/td>\n | Figure C.1 \u2014 Example of support frame for static load testing of mesh panels Annex D (informative)\u2002 Ground sloping conditions <\/td>\n<\/tr>\n | ||||||
| 85<\/td>\n | Figure D.1 \u2014 Method 1: up to 20\u00b0 Figure D.2 \u2014 Method 2: over 20\u00b0 <\/td>\n<\/tr>\n | ||||||
| 86<\/td>\n | Figure D.3 \u2014 Method 3: approximately 45\u00b0 <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | Figure D.4 \u2014 Alternatives to Figure D.1, Figure D.2 and Figure D.3 <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Figure D.5 \u2014 Raking woven mesh <\/td>\n<\/tr>\n | ||||||
| 89<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Tracked Changes. Fences – Specification for open mesh steel panel<\/b><\/p>\n |