BS ISO 11336-1:2023
$198.66
Large yachts. Strength, weathertightness and watertightness of glazed openings – Design criteria, materials, framing and testing of independent glazed openings
Published By | Publication Date | Number of Pages |
BSI | 2023 | 68 |
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | National foreword |
7 | Foreword |
9 | 1 Scope 2 Normative references |
10 | 3 Terms and definitions |
15 | 4 Symbols and abbreviated terms |
17 | 5 Design criteria 5.1 General 5.2 Strength |
18 | 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 |
22 | 5.5.2 Design pressure for glazed openings and deadlights in the side shell |
23 | 5.6 Scantling determination of panes 5.6.1 General 5.6.2 Basic pane thickness , t0 , for rectangular or rectangular equivalent glazed openings |
24 | 5.6.3 Basic pane thickness, t0, for circular or circular equivalent glazed openings |
25 | 5.6.4 Design flexural stress of material, ĻA 5.6.5 Selection of monolithic pane thickness 5.6.6 Selection of laminated pane thickness |
26 | 5.6.7 Type (A) laminates ā Laminates with plies of the same material |
29 | 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 |
30 | 5.6.11 Deflection |
31 | 6 Framing 6.1 General 6.2 Framing types |
33 | 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 |
35 | 6.5 Material requirements for the framing 7 Materials 7.1 General 7.2 Materials selection 7.2.1 General 7.2.2 Glass |
36 | 7.2.3 Rigid plastic materials 7.3 Testing of materials 7.3.1 General |
37 | 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 |
38 | 7.4.2 Motivations 7.4.3 Testing plan and expected outcome 7.4.4 Apparatus |
40 | 7.4.5 Acceptance criteria 7.4.6 Test report |
41 | 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 |
42 | 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 |
43 | 8.2.7 Attachment to bulkhead 8.3 Robustness of protection of hull openings 8.3.1 General practice |
44 | 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 |
46 | 8.4 Owner’s manual |
47 | Annex A (normative) Unsupported pane dimensions |
49 | Annex B (normative) Calculation of the stiffness of a pane |
50 | Annex C (informative) Scantling formula |
51 | Annex D (informative) Statistical coefficient Kn and worked example |
52 | Annex E (informative) Worked examples of equivalent thickness calculationfor Type A laminates |
55 | Annex F (informative) Worked examples of equivalent thickness calculation for Type B laminates |
56 | Annex G (informative) Design pressure in lieu of storm shutters |
58 | Annex H (informative) Changes between ISO 11336ā1:2012 and this document |
61 | Annex I (informative) Direct method for the determination of the glazing laminate cross-section |
65 | Annex J (informative) Testing of glazing as secondary barriers |
66 | Bibliography |