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Length Overall; Linear distance from bow to stern, measured parallel to baseline |
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Longitudinal curvature of vessel's deck greater fwd than aft increases buoyancy w/ air space |
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Width + projections (bridgewing, gangway, etc) |
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inward slope of the ships side measured widest beam less narrowest beam |
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opposite of tumblehome outward slope of ships side "dryer decks," throws waves from bow creates space/lessens impact force of water |
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vert distance from lowest part of hull to waterline indicated fwd aft amidships |
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distance from highest point to waterline important re: bridge clearances changes due to ballast |
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Transverse slope of deck directs water to drains at sides not specifically for added strength |
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Rise or slant up athwartship from bottom keel to bilge aka rise of the bottom / rise of the floor |
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vertical distance from the lowest point of the hull to the side of the deck to which it is referred depth = draft + freeboard |
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Dimensions taken from inside plating of a ship important for cargo stowage |
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distance measured vertically downard, at the side of vessel amidships, from upper edge of deckline to waterline |
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mid-ship part of vessel where constant cross-sectional shape is maintained thru length. most merchant ships = parallel middle bodies, sides are vertical |
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immersed part of the hull fwd of middle body expensive to build cuz it's curvy |
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immersed part of hull aft of middle body where thrust is applied from prop where torque is applied from rudder |
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cheapest to build, hold most cargo |
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symbol for centerline plane |
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Used as an aid in locating points for design & building |
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established near base of ship runs thru upper edge of flat plate keel vert dims measured from this ref point |
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fore-aft (longitudinal) at right angles to BL hull shape essentially symmetrical on either side of CL |
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Transverse Vertical Planes |
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at equal intervals along length of vessel aka frame stations may NOT be equal to actual frame locations |
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Forward Perpendicular (FP) |
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line perpendicular to BL, intersecting the fwd edge of the stem at the design waterline |
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perpendicular to the baseline, intersecting the after end of the rudder post at the design waterline |
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center of ship (longitudinally), located at the midpoint between FP and AP |
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Length Between Perpendiculars measured parallel to BL |
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Average between fwd and aft drafts |
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mean draft compared to midship draft |
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mean draft is > mid ship draft (which is actual draft of vsl) |
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mean draft < midship draft (which is actual draft of vsl) |
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Hog/Sag caused by cargo load |
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Hog/Sag caused by crest & trough of wave under hull |
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Bottom of number is even top is + 6 inches middway is + 3 inches |
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2 primary types of tonnage |
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used to determine vsl earning capacity from 13 cen "tun" - wine cask equal to 100 cubic feet |
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Volumetric tonnage determines... |
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port fees, dock fees, dry dock chgs idea is to base fees on ability to earn |
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entire volume of the inside of the hull from main deck down to keel |
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Remaining tonnage after non-earning spaces are removed from Gross ex tanks, foc'sle, psgr above main deck |
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Nominally water tight; no gasket secured via bolt hooks (old wood battens) allows for space deduction from gross |
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doublebottoms fore/aft peak if water ballast only poopdeck, bridge, foc'sle w/ tonnage openings |
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design machinery space btwn 13 & 20% of total gross tonnage and 32% may be deducted |
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cubic ft required per crewman |
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displacement tons deadweight tons lightship tonos |
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weight of water displaced by hull exactly equal to ships weight |
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amount of water cargo fuel and stores a vessel can carry fully loaded |
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weight of empty ship displacement of vessel w/ no cargo crew stores fuel water or ballast |
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Lightship tons + deadweight tons = ? |
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volumetric tonnage: 1 ton = ? |
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weight tonnage: long ton short ton metric ton |
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long = 2240 pounds short = 2000 pounds metric = 2204.6 pounds (1,000 kg) |
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4 general categories of steel items used in shipbuilding |
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beams plates columns shafts |
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coordinated functions of all 4 groups of steel used in shipbuilding |
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length from crest to crest = length of vsl height = 1/20 length of vessel use of wave this size determines max load on hull girdle & scantling requirements |
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total force acting on structure, usually expressed in pounds or tons |
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force per unit area, usually expressed in pounds/tons per square inch |
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distortion resulting from stress |
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occurs between 2 parts of a body when each draws the other end toward itself |
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equation for tensile stress |
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Tensile Stress = Pull / Area Ts = P/A |
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opposite of tensile stress Cs = push/area |
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tendency of one body to slide over another body magnitude of this tendency at any point is termed shearing stress |
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Mild steel: ultimate tensile strength ultimate shearing strength |
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ult ts = 28-32 tons per sq inch ult ss = 22 tons per sq inch |
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compressed at about 18 tons per sq inch |
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point at which metal will no longer return to its original shape |
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metal hardens, slight additional weight stretches it out of proportion until reaches ultimate strength, then fails |
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standard factor of safety |
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strength of individual parts of the ship |
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strength of ship as a whole |
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A moment of a force about any line is the product of the force times the perpendicular distance to that line |
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Bending moment: 100 lbs located 4' from end of board imbedded in a wall = |
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weight x distance 100 lbs x 4' = 400 ft-lbs |
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Bending moment: 100 lbs located 8' from end of board imbedded in wall |
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BM = weight x distance BM = 100 lbs x 8' BM = 800 ft lbs |
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Horizontal strength members loaded vertically |
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Load applied to center of beam causes... upper surface must be under... lower surface must be under... |
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...deflection ...compression ...tension |
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layer in deflected beam where compression & tension are neutral located along center of gravity (centroid) |
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beam made up of 5 individual layers (versus solid beam) |
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will only carry 1/5 load vs solid top 2 will NOT be under compression bottom 2 will NOT be tension middle will NOT be nuetral |
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...determines resistance/strength. AKA larger distance from neutral axis to edges = stronger beam |
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5 factors determine size of beam |
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1 type & amount of load on beam 2 distance btwn supports 3 type and efficiency of end connects 4 number of supports 5 material beam is made of |
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type & efficiency of end connections |
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A) fixed-ended rectangular beam supports twice as much concentrated load as free ended B) deflection of fixed ended rect beam is 1/4th that of free ended |
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effect of number of supports |
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greater # of supports in given distance equals shorter span. shorter span equals smaller bending moment. |
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most ship construction is mild grade steel other materials: stainless steel high tensile steel aluminum |
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strut placed such that it is loaded vertically (also referred to as stanchion or pillar) usually symmetrical (round) |
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shafts subjected to twisting motion... |
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...said to be in torsion twisting moment = torque |
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vessels must be constructed so that stresses may be graduallly and continuously dissipated no part over/undersized discontinuity or change in shape = stresses = failure |
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...fusion welding 6,000 degrees F usually electric arc, gas less common |
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...starts to replace other joining methods. By WWII it has replaced them almost completely. |
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main cause of cracks aboard ships. ex hatches, port openings, faulty welds |
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secondary causes of fractures |
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low temp, unusually high bending moments, heavy seas |
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backbone. ties together transverse bottom members. absorbs large portions of stresses from hull girder action. |
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bar keel. flat plate keel. box keel. bilge keel. |
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olderships. protects when grounded. 1st pt contact. reduced rolling. disadvantages: increased draft no xtra cargo space. |
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utilizes increased shell plate thickness allowing it and components to better withstand dry docking /grounding loads. resembles i beam |
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transverse bulkheads assist... |
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...in supporting keel and bottom by transforming long flexible girder into shorter length |
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act as conduit for wires/cables. allows access into other areas of double bottom. |
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fin like pieces of steel plate fitted to hull at turn of bilge along midship length . reduce rolling in heavy seas. NOT for stability. |
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