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eLibrary > BS ISO 11336-1:2023 Large yachts. Strength, weathertightness and watertightness of glazed openings - Design criteria, materials, framing and testing of independent glazed openings >

BS ISO 11336-1:2023 Large yachts. Strength, weathertightness and watertightness of glazed openings - Design criteria, materials, framing and testing of independent glazed openings, 2023

National foreword
Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 Design criteria [Go to Page]
5.1 General
5.2 Strength
5.3 Watertightness
5.4 Weathertightness
5.5 Design loads [Go to Page]
5.5.1 Design pressure for glazed openings in end bulkheads of superstructures and deckhouses on or above the freeboard deck
5.5.2 Design pressure for glazed openings and deadlights in the side shell
5.6 Scantling determination of panes [Go to Page]
5.6.1 General
5.6.2 Basic pane thickness , t0 , for rectangular or rectangular equivalent glazed openings
5.6.3 Basic pane thickness, t0, for circular or circular equivalent glazed openings
5.6.4 Design flexural stress of material, σA
5.6.5 Selection of monolithic pane thickness
5.6.6 Selection of laminated pane thickness
5.6.7 Type (A) laminates — Laminates with plies of the same material
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
5.6.11 Deflection
6 Framing [Go to Page]
6.1 General
6.2 Framing types
6.3 Framing dimensions [Go to Page]
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
6.5 Material requirements for the framing
7 Materials [Go to Page]
7.1 General
7.2 Materials selection [Go to Page]
7.2.1 General
7.2.2 Glass
7.2.3 Rigid plastic materials
7.3 Testing of materials [Go to Page]
7.3.1 General
7.3.2 Glass
7.3.3 Rigid plastic materials
7.4 Testing of appliances [Go to Page]
7.4.1 Test procedure for hydrostatic structural testing of marine windows system
7.4.2 Motivations
7.4.3 Testing plan and expected outcome
7.4.4 Apparatus
7.4.5 Acceptance criteria
7.4.6 Test report
8 Storm shutters and deadlights [Go to Page]
8.1 General
8.2 Storm shutters [Go to Page]
8.2.1 General practice
8.2.2 Glazed equivalents to providing storm shutters
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
8.2.7 Attachment to bulkhead
8.3 Robustness of protection of hull openings [Go to Page]
8.3.1 General practice
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
8.4 Owner's manual
Annex A (normative) Unsupported pane dimensions
Annex B (normative) Calculation of the stiffness of a pane
Annex C (informative) Scantling formula
Annex D (informative) Statistical coefficient Kn and worked example
Annex E (informative) Worked examples of equivalent thickness calculationfor Type A laminates
Annex F (informative) Worked examples of equivalent thickness calculation for Type B laminates
Annex G (informative) Design pressure in lieu of storm shutters
Annex H (informative) Changes between ISO 11336‑1:2012 and this document
Annex I (informative) Direct method for the determination of the glazing laminate cross-section
Annex J (informative) Testing of glazing as secondary barriers
Bibliography [Go to Page]

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