ࡱ> @ :1jbjbqq _(]o lLLLL8DLD (  .8L GDIDIDIDIDIDID,NF nHuD9XN^^XXuD:xx r :::XXx 48 GD:TTT$TxxXGD: :L( 66lk7 *LL 6k7 DD6H:Hk7:Use of steel grades for various hull members - ships of 90 m in length and above S6.1 Ships in normal world wide service Materials in the various strength members are not to be of lower grade than those corresponding to the material classes and grades specified in Table 1 to Table 6. General requirements are given in Table 1, while additional minimum requirements for ships with length exceeding 150 m and 250 m, bulk carriers subject to the requirements of SOLAS regulation XII/6.5.3, and ships with ice strengthening are given in Table 2 to Table 5. The material grade requirements for hull members of each class depending on the thickness are defined in Table 6.  Notes: 1. Changes introduced in Rev.5 are to be uniformly implemented by IACS Members and Associates from 1 July 2008. Table 1 - Material Classes and Grades for ships in general Structural member category Material class/gradeSECONDARY: A1. Longitudinal bulkhead strakes, other than that belonging to the Primary category A2. Deck plating exposed to weather, other than that belonging to the Primary or Special category A3. Side plating  - Class I within 0.4L amidships - Grade A/AH outside 0.4L amidshipsPRIMARY: B1. Bottom plating, including keel plate B2. Strength deck plating, excluding that belonging to the Special category B3. Continuous longitudinal members above strength deck, excluding hatch coamings B4. Uppermost strake in longitudinal bulkhead B5. Vertical strake (hatch side girder) and uppermost sloped strake in top wing tank  - Class II within 0.4L amidships - Grade A/AH outside 0.4L amidshipsSPECIAL: C1. Sheer strake at strength deck (*) C2. Stringer plate in strength deck (*) C3. Deck strake at longitudinal bulkhead, excluding deck plating in way of inner-skin bulkhead of double-hull ships (*)  - Class III within 0.4L amidships - Class II outside 0.4L amidships - Class I outside 0.6L amidshipsC4. Strength deck plating at outboard corners of cargo hatch openings in container carriers and other ships with similar hatch opening configurations - Class III within 0.4L amidships - Class II outside 0.4L amidships - Class I outside 0.6L amidships - Min. Class III within cargo regionC5. Strength deck plating at corners of cargo hatch openings in bulk carriers, ore carriers combination carriers and other ships with similar hatch opening configurations - Class III within 0.6L amidships - Class II within rest of cargo regionC6. Bilge strake in ships with double bottom over the full breadth and length less than 150 m (*) - Class II within 0.6L amidships - Class I outside 0.6L amidshipsC7. Bilge strake in other ships (*)- Class III within 0.4L amidships - Class II outside 0.4L amidships - Class I outside 0.6L amidshipsC8. Longitudinal hatch coamings of length greater than 0.15L C9. End brackets and deck house transition of longitudinal cargo hatch coamings - Class III within 0.4L amidships - Class II outside 0.4L amidships - Class I outside 0.6L amidships - Not to be less than Grade D/DH (*) Single strakes required to be of Class III within 0.4L amidships are to have breadths not less than 800+5L (mm), need not be greater than 1800 (mm), unless limited by the geometry of the ships design. Table 2 - Minimum Material Grades for ships with length exceeding 150 m and single strength deck Structural member category Material gradeLongitudinal strength members of strength deck plating Grade B/AH within 0.4L amidshipsContinuous longitudinal strength members above strength deck Grade B/AH within 0.4L amidshipsSingle side strakes for ships without inner continuous longitudinal bulkhead(s) between bottom and the strength deck Grade B/AH within cargo region Table 3 - Minimum Material Grades for ships with length exceeding 250 m Structural member category Material gradeShear strake at strength deck (*) Grade E/EH within 0.4L amidshipsStringer plate in strength deck (*) Grade E/EH within 0.4L amidshipsBilge strake (*) Grade D/DH within 0.4L amidships (*) Single strakes required to be of Grade E/EH and within 0.4L amidships are to have breadths not less than 800+5L (mm), need not be greater than 1800 (mm), unless limited by the geometry of the ships design. Table 4 - Minimum Material Grades for single-side skin bulk carriers subjected to SOLAS regulation XII/6.5.3 Structural member category Material gradeLower bracket of ordinary side frame (*), (**) Grade D/DHSide shell strakes included totally or partially between the two points located to 0.125l above and below the intersection of side shell and bilge hopper sloping plate or inner bottom plate (**) Grade D/DH (*) The term "lower bracket" means webs of lower brackets and webs of the lower part of side frames up to the point of 0.125l above the intersection of side shell and bilge hopper sloping plate or inner bottom plate. (**) The span of the side frame, l, is defined as the distance between the supporting structures. Table 5 - Minimum Material Grades for ships with ice strengthening Structural member category Material gradeShell strakes in way of ice strengthening area for plates Grade B/AH Table 6 - Material Grade Requirements for Classes I, II and III Class IIIIIIThickness, in mm MSHTMSHTMSHTt ( 15AAHAAHAAH15 < t ( 20AAHAAHBAH20 < t ( 25AAHBAHDDH25 < t ( 30AAHDDHDDH30 < t ( 35BAHDDHEEH35 < t ( 40BAHDDHEEH40 < t ( 50DDHEEHEEH For strength members not mentioned in Tables 1 to 5, Grade A/AH may generally be used. The steel grade is to correspond to the as-built plate thickness when this is greater than the rule requirement. Plating materials for sternframes, rudders, rudder horns and shaft brackets are in general not to be of lower grades than corresponding to Class II. For rudder and rudder body plates subjected to stress concentrations (e.g. in way of lower support of semi-spade rudders or at upper part of spade rudders) Class III is to be applied. S6.2 Structures exposed to low air temperatures For ships intended to operate in areas with low air temperatures (below and including -20C), e.g. regular service during winter seasons to Arctic or Antarctic waters, the materials in exposed structures are to be selected based on the design temperature tD, to be taken as defined in S6.3. Materials in the various strength members above the lowest ballast water line (BWL) exposed to air are not to be of lower grades than those corresponding to Classes I, II and III, as given in Table 7, depending on the categories of structural members (SECONDARY, PRIMARY and SPECIAL). For non-exposed structures and structures below the lowest ballast water line, see S6.1. Table 7 - Application of Material Classes and Grades Structures Exposed at Low Temperatures Material class Structural member categoryWithin 0.4L amidshipsOutside 0.4L amidshipsSECONDARY: Deck plating exposed to weather, in general Side plating above BWL Transverse bulkheads above BWL  I IPRIMARY: Strength deck plating [1] Continuous longitudinal members above strength deck, excluding longitudinal hatch coamings Longitudinal bulkhead above BWL Top wing tank bulkhead above BWL  II ISPECIAL: Sheer strake at strength deck [2] Stringer plate in strength deck [2] Deck strake at longitudinal bulkhead [3] Continuous longitudinal hatch coamings [4] III II  Notes: [1] Plating at corners of large hatch openings to be specially considered. Class III or Grade E/EH to be applied in positions where high local stresses may occur. [2] Not to be less than Grade E/EH within 0.4L amidships in ships with length exceeding 250 metres. [3] In ships with breadth exceeding 70 metres at least three deck strakes to be Class III. [4] Not to be less than Grade D/DH. The material grade requirements for hull members of each class depending on thickness and design temperature are defined in Table 8. For design temperatures tD < -55C, materials are to be specially considered by each Classification Society. Table 8 - Material Grade Requirements for Classes I, II and III at Low Temperatures Class I Plate thickness, in mm-20/-250C MS HT -26/-350C MS HT-36/-450C MS HT-46/-550C MS HTt ( 10AAHBAHDDHDDH10 < t ( 15BAHDDHDDHDDH15 < t ( 20BAHDDHDDHEEH20 < t ( 25DDHDDHDDHEEH25 < t ( 30DDHDDHEEHEEH30 < t ( 35DDHDDHEEHEEH35 < t ( 45DDHEEHEEH(FH45 < t ( 50EEHEEH(FH(FH ( = Not applicable Class II Plate thickness, in mm-20/-250C MS HT -26/-350C MS HT-36/-450C MS HT-46/-550C MS HTt ( 10BAHDDHDDHEEH10 < t ( 20DDHDDHEEHEEH20 < t ( 30DDHEEHEEH(FH30 < t ( 40EEHEEH(FH(FH40 < t ( 45EEH(FH(FH((45 < t ( 50EEH(FH(FH(( ( = Not applicable Class III Plate thickness, in mm-20/-250C MS HT -26/-350C MS HT-36/-450C MS HT-46/-550C MS HTt ( 10DDHDDHEEHEEH10 < t ( 20DDHEEHEEH(FH20 < t ( 25EEHEEHEFH(FH25 < t ( 30EEHEEH(FH(FH30 < t ( 35EEH(FH(FH((35 < t ( 40EEH(FH(FH((40 < t ( 50(FH(FH(((( ( = Not applicable Single strakes required to be of Class III or of Grade E/EH or FH are to have breadths not less than 800+ 5L mm, maximum 1800 mm. Plating materials for sternframes, rudder horns, rudders and shaft brackets are not to be of lower grades than those corresponding to the material classes given in 6.1. S6.3 Design temperature tD The design temperature tD is to be taken as the lowest mean daily average air temperature in the area of operation. Mean: Statistical mean over observation period (at least 20 years) Average: Average during one day and night Lowest: Lowest during year For seasonally restricted service the lowest value within the period of operation applies. Fig. 1 illustrates the temperature definition.  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