{"id":217693,"date":"2024-10-19T14:07:14","date_gmt":"2024-10-19T14:07:14","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-5400-11988\/"},"modified":"2024-10-25T07:16:50","modified_gmt":"2024-10-25T07:16:50","slug":"bs-5400-11988","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-5400-11988\/","title":{"rendered":"BS 5400-1:1988"},"content":{"rendered":"
Statement of general concepts. Describes the application of the limit state principles adopted and includes sections on analysis and foundation design.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | Committees responsible for this British\ufffdStandard <\/td>\n<\/tr>\n | ||||||
3<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 1 Scope 2 Definitions 2.1 loads 2.2 strength of materials 2.3 Design values 2.3.1 design loads 2.3.2 design load effects <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | 2.3.3 design resistance 3 Limit states 3.1 General 3.2 Ultimate limit states <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 3.3 Serviceability limit states 3.4 Further requirements 4 Modifications to design values 5 Verification of structural adequacy <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 6 Design life 7 Analysis 7.1 General 7.2 Methods of analysis <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | 7.3 Analysis of structure <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | 7.4 Analysis of sections <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | 7.5 Effective spans 7.6 Model analysis and testing <\/td>\n<\/tr>\n | ||||||
14<\/td>\n | 8 Erection 9 Foundations 9.1 Verification of the safety of foundations including piles 9.2 Design of structural foundations 10 Bridges overseas <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Steel, concrete and composite bridges – General statement<\/b><\/p>\n |