{"id":267661,"date":"2024-10-19T17:52:57","date_gmt":"2024-10-19T17:52:57","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-19426-32018\/"},"modified":"2024-10-25T13:56:22","modified_gmt":"2024-10-25T13:56:22","slug":"bs-iso-19426-32018","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-19426-32018\/","title":{"rendered":"BS ISO 19426-3:2018"},"content":{"rendered":"
This document specifies the design loads and the design procedures for the structural design of stages and components of stages.<\/p>\n
The loads specified in this document are not applicable for the design of stage ropes or sheaves. Rope sizes are determined in accordance with other standards.<\/p>\n
This document does not cover matters of operational safety, or layout of the sinking stage.<\/p>\n
This document adopts a limit states design philosophy.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Introduction <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 4 Symbols <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 5 Materials 5.1 Steel 5.1.1 Structural steel grades 5.1.2 High strength steel grades 5.2 Aluminium alloys 6 Nominal loads 6.1 Permanent load <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 6.2 Imposed loads 6.2.1 Stage deck load 6.2.2 Shaft formwork winch load 6.2.3 Kibble cross-head support load 6.2.4 Jumbo unit load <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 6.2.5 Lashing unit load 6.2.6 Stage jack load 6.2.7 Stage skid load 6.2.8 Canopy load <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 6.2.9 Kibble guide load 6.2.10 Temporary stage support load 6.2.11 Blast load 6.2.12 Guard railing load 6.2.13 Special load <\/td>\n<\/tr>\n | ||||||
16<\/td>\n | 6.3 Emergency load 6.3.1 Emergency rope load 6.3.2 Emergency impact load 7 Design procedures 7.1 Design loads 7.2 Design codes 7.3 Load reversal 7.4 Design of replaceable members <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 7.5 Impact energy design of top deck 7.6 Deflection limitations <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Annex A (informative) Load factors and load combinations <\/td>\n<\/tr>\n | ||||||
20<\/td>\n | Annex B (informative) Examples of jumbo unit loads <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | Annex C (informative) Examples of lashing unit loads <\/td>\n<\/tr>\n | ||||||
28<\/td>\n | Annex D (informative) Examples of stage jack loads with lashing <\/td>\n<\/tr>\n | ||||||
32<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Structures for mine shafts – Sinking stages<\/b><\/p>\n |