Rules for the Classification of Floating Docks - Boat Design Net

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Chapter 4C = 0,373 + 0,023 B/T 1 - 0,043 I w / 100The symbols in the tables and formula for the rollingperiod are defined as follows:L W : Length, in m, of the dock at the waterlineT 1 : Mean moulded draught in m, of the dockA k : Total overall area, in m 2 , of bilge keels, orarea of the lateral projection of the bar keel,or sum of these areas, or area of the lateralprojection of any hull appendages generatingadded mass during dock rollGM : Metacentric height, in m, corrected for freesurface effect.Table 2 : Values of coefficient X 1B/d X 1≤ 2,4 1,002,5 0,982,6 0,962,7 0,952,8 0,932,9 0,913,0 0,903,1 0,883,2 0,863,4 0,82> 3,5 0,80Note 1:Intermediate values are to be obtained by linear interpolation.Table 3 : Values of coefficient X 2C r X 2≤ 0,45 0,750,50 0,820,55 0,890,60 0,950,65 0,97> 0,70 1,00Note 1:Intermediate values are to be obtained by linear interpolation.Table 4 : Values of coefficient kA K × 100----------------------L × B0,0 1,001,0 0,981,5 0,952,0 0,882,5 0,793,0 0,743,5 0,72> 4,0 0,70Note 1:Intermediate values are to be obtained by linear interpolation.Table 5 : Values of coefficient sT R≤ 6 0,1007 0,0988 0,09312 0,06514 0,05316 0,04418 0,038> 20 0,035Note 1:Intermediate values are to be obtained by linear interpolation.2.1.5 Stability bookletEach floating dock is to be provided with a stability booklet,approved by RINA, which contains sufficient information toenable the Master to operate the dock in compliance withthe applicable requirements of this item [2.1].Where any alterations are made to a dock so as to materiallyaffect the stability information supplied to the Master,amended stability information is to be provided. If necessarythe dock is to be reinclined.Stability data and associated plans are to be drawn up in theofficial language or languages of the issuing country. If thelanguages used are neither English nor French the text is toinclude a translation into one of these languages.The format of the trim and stability booklet and the informationincluded are specified in App 2 of Chapter 3 of Part Bof the Rules, as far as applicable.ks16 Rules for floating docks 2010
Chapter 42.2 Freeboard2.2.1 The shell freeboard Bl i , which is the minimum distance,in millimetres, from the floating dock upper deck tothe waterline with the dock at its extreme draft, is to be, ingeneral, not less than 1000 mm. Particular attention is to bepaid to the value of the freeboard Bl i in the event that shellopenings not provided with watertight closing appliancesare arranged.The pontoon freeboard Bl e , which is the distance, in mm,measured in way of the longitudinal plane of symmetryfrom the block deck to the waterline, when the dock is bearinga load equal to its design capacity, is to be, in general,not less than 300 mm.When the block deck is provided with a camber, the minimumfreeboard Bl e is to be not less than 75 mm at the pontoonside.The floating dock is to be provided with a safety deck sothat, when all the ballast tanks located below the safetydeck are filled, the dock is floating with a draft ensuring aside freeboard Bl i . Alternative solutions to the arrangementof the safety deck, such as the arrangement of air cushionsbelow the upper deck, will be subject to special consideration.2.3 Subdivision2.3.1 GeneralThe dock is to be longitudinally and transversely subdividedinto watertight compartments, in order to make it possibleto safely obtain the ballast distributions required in loadconditions and in the anticipated service conditions.2.3.2 Extension of bulkheadsThe longitudinal and transverse watertight bulkheads are toextend, in height, at least up to the safety deck.2.4 Ventilation2.4.1 Quarters, service and machinery spaces and cofferdamsare generally to be provided with natural or forcedventilation.Associated air intakes and outlets to the open are to bearranged, as far as practicable, at heights not less than thoserequired in Part B of the Rules and are to be provided withcut-draught shutters operable from outside.Particular precautions are to be taken for systems servingspaces likely to be contaminated by toxicants or materialswhich may give rise to explosive mixtures with air.2.5 Accessibility of spaces2.5.1 All spaces and cofferdams are to be accessible forinspection, maintenance and repair.2.6 Corrosion protection2.6.1 All metallic parts are to receive at least two coats ofantirust paint of recognised effectiveness and adhesion.Such coating is not required for internal surfaces of spacesintended to contain liquid fuel or mineral or vegetable oils.The application of paints or other coatings is to be carriedout in accordance with good practice and coating manufacturerprescriptions and taking into due account the compatibilityof the types of coatings used in subsequent layers.3 Materials and connections3.1 Steel docks3.1.1 GeneralSteels used for the construction of docks are to comply withthe requirements indicated in Part D, Ch 2, Sec 1 of theRules, or to have equivalent characteristics, at the discretionof RINA.Connections of the various parts are to be carried out incompliance with the requirements of Part B, Ch 12, Sec 1 ofthe Rules.3.1.2 Grades and types of steelDepending on the types of steel, the grades to be used arein general those given in:• Tab 6 for the shell of the safety deck and the upper platingstrake of wing walls contributing to longitudinalstrength and• Tab 7 for the remaining elements contributing to longitudinalstrength, not included in the above, but of particularlocal importance.For structural elements not included among those consideredin Tab 6 and Tab 7, steel grades A, B or AH are to beused, irrespective of the thickness.Wherever necessary, steels of higher grades than those mentionedabove may be required by RINA.Table 6 : Grades of steel to be used for the shell of the safety deck and the upper plating strake of wing walls contributingto longitudinal strengthThickness s ≤ 20 mm 20 < s ≤ 25 mm 25 < s ≤ 40 mm s > 40 mmNormal strength A and B B D EHigher strength steels AH AH DH EHRules for floating docks 2010 17
Page 1 and 2: Rules for the Classificationof Floa
Page 3 and 4: Definitions:"Rules" in these Genera
Page 5: RULES FOR THE CLASSIFICATION OFFLOA
Page 8 and 9: CHAPTER 2 CLASSIFICATION1 Premise 1
Page 10 and 11: CHAPTER 4 HULL, STABILITY AND MATER
Page 12 and 13: CHAPTER 6 FIRE PROTECTION1 Applicat
Page 14 and 15: Chapter 2CHAPTER 2CLASSIFICATION1 P
Page 16 and 17: Chapter 3scope of the annual machin
Page 18 and 19: Chapter 4Table 1 : Documentation to
Page 22 and 23: Chapter 4Table 7 : Table 7 : Grades
Page 24 and 25: Chapter 4Figure 5Figure 6h 1ihFFF=5
Page 26 and 27: Chapter 5CHAPTER 5MACHINERY AND SYS
Page 28 and 29: Chapter 6only, may reach every part

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