{"id":221625,"date":"2024-10-19T14:23:10","date_gmt":"2024-10-19T14:23:10","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-en-123721999\/"},"modified":"2024-10-25T07:55:30","modified_gmt":"2024-10-25T07:55:30","slug":"bs-en-123721999","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-en-123721999\/","title":{"rendered":"BS EN 12372:1999"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | BRITISH STANDARD <\/td>\n<\/tr>\n | ||||||
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
4<\/td>\n | Foreword Contents <\/td>\n<\/tr>\n | ||||||
5<\/td>\n | 1 Scope 2 Normative references 3 Principle 4 Symbols 5 Apparatus <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | 6 Preparation of the specimens 6.1 Sampling 6.2 Test specimens 7 Test procedure <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | 8 Expression of the results 9 Test report <\/td>\n<\/tr>\n | ||||||
8<\/td>\n | Figure 1 – Arrangement of loading of test specimen (centre\ufffdpoint loading) <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | Figure 2 – Test arrangement for a specimen with the load applied perpendicular to the planes of anisotropy <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Figure 3 – Test arrangement for a specimen with the load applied parallel to the planes of anisotropy <\/td>\n<\/tr>\n | ||||||
11<\/td>\n | Figure 4 – Test arrangement for a specimen with the load applied perpendicular to the edges of the planes of… <\/td>\n<\/tr>\n | ||||||
12<\/td>\n | Annex A (normative) Statistical evaluation of the test results A.1 Scope A.2 Symbols and definitions A.3 Statistical evaluation of test results <\/td>\n<\/tr>\n | ||||||
13<\/td>\n | Table A.1 <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Natural stone test methods. Determination of flexural strength under concentrated load<\/b><\/p>\n |