{"id":445400,"date":"2024-10-20T08:41:38","date_gmt":"2024-10-20T08:41:38","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/bs-iso-11336-12023\/"},"modified":"2024-10-26T16:10:29","modified_gmt":"2024-10-26T16:10:29","slug":"bs-iso-11336-12023","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/bsi\/bs-iso-11336-12023\/","title":{"rendered":"BS ISO 11336-1:2023"},"content":{"rendered":"
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
2<\/td>\n | National foreword <\/td>\n<\/tr>\n | ||||||
7<\/td>\n | Foreword <\/td>\n<\/tr>\n | ||||||
9<\/td>\n | 1 Scope 2 Normative references <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | 3 Terms and definitions <\/td>\n<\/tr>\n | ||||||
15<\/td>\n | 4 Symbols and abbreviated terms <\/td>\n<\/tr>\n | ||||||
17<\/td>\n | 5 Design criteria 5.1 General 5.2 Strength <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | 5.3 Watertightness 5.4 Weathertightness 5.5 Design loads 5.5.1 Design pressure for glazed openings in end bulkheads of superstructures and deckhouses on or above the freeboard deck <\/td>\n<\/tr>\n | ||||||
22<\/td>\n | 5.5.2 Design pressure for glazed openings and deadlights in the side shell <\/td>\n<\/tr>\n | ||||||
23<\/td>\n | 5.6 Scantling determination of panes 5.6.1 General 5.6.2 Basic pane thickness , t0 , for rectangular or rectangular equivalent glazed openings <\/td>\n<\/tr>\n | ||||||
24<\/td>\n | 5.6.3 Basic pane thickness, t0, for circular or circular equivalent glazed openings <\/td>\n<\/tr>\n | ||||||
25<\/td>\n | 5.6.4 Design flexural stress of material, \u03c3A 5.6.5 Selection of monolithic pane thickness 5.6.6 Selection of laminated pane thickness <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | 5.6.7 Type (A) laminates \u2014 Laminates with plies of the same material <\/td>\n<\/tr>\n | ||||||
29<\/td>\n | 5.6.8 Insulating glazing unit panes determination 5.6.9 Strength requirements of fire-resistant glazing 5.6.10 Glazing effective as fall protection <\/td>\n<\/tr>\n | ||||||
30<\/td>\n | 5.6.11 Deflection <\/td>\n<\/tr>\n | ||||||
31<\/td>\n | 6 Framing 6.1 General 6.2 Framing types <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | 6.3 Framing dimensions 6.3.1 General 6.3.2 Clear view of >0,45 m2 up to 1 m2 6.3.3 Clear view of >1 m2 up to 2,5 m2 6.3.4 Clear view >2,5 m2 6.4 Support pads <\/td>\n<\/tr>\n | ||||||
35<\/td>\n | 6.5 Material requirements for the framing 7 Materials 7.1 General 7.2 Materials selection 7.2.1 General 7.2.2 Glass <\/td>\n<\/tr>\n | ||||||
36<\/td>\n | 7.2.3 Rigid plastic materials 7.3 Testing of materials 7.3.1 General <\/td>\n<\/tr>\n | ||||||
37<\/td>\n | 7.3.2 Glass 7.3.3 Rigid plastic materials 7.4 Testing of appliances 7.4.1 Test procedure for hydrostatic structural testing of marine windows system <\/td>\n<\/tr>\n | ||||||
38<\/td>\n | 7.4.2 Motivations 7.4.3 Testing plan and expected outcome 7.4.4 Apparatus <\/td>\n<\/tr>\n | ||||||
40<\/td>\n | 7.4.5 Acceptance criteria 7.4.6 Test report <\/td>\n<\/tr>\n | ||||||
41<\/td>\n | 8 Storm shutters and deadlights 8.1 General 8.2 Storm shutters 8.2.1 General practice 8.2.2 Glazed equivalents to providing storm shutters <\/td>\n<\/tr>\n | ||||||
42<\/td>\n | 8.2.3 Construction of storm shutters 8.2.4 Design pressures and design flexural stresses 8.2.5 Structural model 8.2.6 Scantlings <\/td>\n<\/tr>\n | ||||||
43<\/td>\n | 8.2.7 Attachment to bulkhead 8.3 Robustness of protection of hull openings 8.3.1 General practice <\/td>\n<\/tr>\n | ||||||
44<\/td>\n | 8.3.2 Equivalent secondary barriers 8.3.3 Testing 8.3.4 Testing of metal or composite deadlights 8.3.5 Testing of equivalent glazing deadlight <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | 8.4 Owner’s manual <\/td>\n<\/tr>\n | ||||||
47<\/td>\n | Annex A (normative) Unsupported pane dimensions <\/td>\n<\/tr>\n | ||||||
49<\/td>\n | Annex B (normative) Calculation of the stiffness of a pane <\/td>\n<\/tr>\n | ||||||
50<\/td>\n | Annex C (informative) Scantling formula <\/td>\n<\/tr>\n | ||||||
51<\/td>\n | Annex D (informative) Statistical coefficient Kn and worked example <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Annex E (informative) Worked examples of equivalent thickness calculationfor Type A laminates <\/td>\n<\/tr>\n | ||||||
55<\/td>\n | Annex F (informative) Worked examples of equivalent thickness calculation for Type B laminates <\/td>\n<\/tr>\n | ||||||
56<\/td>\n | Annex G (informative) Design pressure in lieu of storm shutters <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Annex H (informative) Changes between ISO 11336\u20111:2012 and this document <\/td>\n<\/tr>\n | ||||||
61<\/td>\n | Annex I (informative) Direct method for the determination of the glazing laminate cross-section <\/td>\n<\/tr>\n | ||||||
65<\/td>\n | Annex J (informative) Testing of glazing as secondary barriers <\/td>\n<\/tr>\n | ||||||
66<\/td>\n | Bibliography <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Large yachts. Strength, weathertightness and watertightness of glazed openings – Design criteria, materials, framing and testing of independent glazed openings<\/b><\/p>\n |