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A Solution to the Inherent List on Nimitz Class Aircraft Carriers

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Calculati<strong>on</strong>s <str<strong>on</strong>g>to</str<strong>on</strong>g> Determine Strength Correcti<strong>on</strong>s:<br />

tjni„:=.5in Thickness of Plate, OS<br />

H = 27.7ft Head of Water<br />

K - .78 Assume AR remains 1<br />

C := 350ft'^<br />

b<br />

— < •<br />

K-VH<br />

For OS, No Set<br />

b = short dimensi<strong>on</strong> of <str<strong>on</strong>g>the</str<strong>on</strong>g> panel (inches)<br />

t = thickness of <str<strong>on</strong>g>the</str<strong>on</strong>g> plate (inches)<br />

C = Coefficient that is a functi<strong>on</strong> of <str<strong>on</strong>g>the</str<strong>on</strong>g> plating material and <str<strong>on</strong>g>the</str<strong>on</strong>g> locati<strong>on</strong> of <str<strong>on</strong>g>the</str<strong>on</strong>g> plating <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> ship<br />

K = coefficient that depends <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> aspect ratio (AR) of <str<strong>on</strong>g>the</str<strong>on</strong>g> panel<br />

H = Head of salt water (feet)<br />

limit • ^min"<br />

KH<br />

^limit''<br />

■■ 42.629in<br />

42.629" is <str<strong>on</strong>g>the</str<strong>on</strong>g> maximum distance that <str<strong>on</strong>g>the</str<strong>on</strong>g> stiffeners can be apart and have no elastic deformati<strong>on</strong> <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> .5 in plating. The current<br />

stiffeners are located 40 in apart. Therefore, according <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> Navy Formula, adding a stiffener <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> deck plating will not be<br />

required IF 50 I<str<strong>on</strong>g>to</str<strong>on</strong>g>ns or less of ballast is added.<br />

Results<br />

Ei<str<strong>on</strong>g>the</str<strong>on</strong>g>r less ballast must be added <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> 4th deck tanks OR stiffening of <str<strong>on</strong>g>the</str<strong>on</strong>g> deck plating must occur <str<strong>on</strong>g>to</str<strong>on</strong>g> be less than design load.<br />

The design load is <str<strong>on</strong>g>the</str<strong>on</strong>g> calculated head of water for that deck. Similarly, adding a stiffener down <str<strong>on</strong>g>the</str<strong>on</strong>g> middle of <str<strong>on</strong>g>the</str<strong>on</strong>g> deck plating<br />

would alleviate any structural c<strong>on</strong>cerns. Adding a stiffener cannot, however, be d<strong>on</strong>e due <str<strong>on</strong>g>to</str<strong>on</strong>g> <str<strong>on</strong>g>the</str<strong>on</strong>g> positi<strong>on</strong>ing of <str<strong>on</strong>g>the</str<strong>on</strong>g> plating.<br />

Welding would be required <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> bot<str<strong>on</strong>g>to</str<strong>on</strong>g>m deck plating and a watch would need <str<strong>on</strong>g>to</str<strong>on</strong>g> be stati<strong>on</strong>ed <strong>on</strong> <str<strong>on</strong>g>the</str<strong>on</strong>g> o<str<strong>on</strong>g>the</str<strong>on</strong>g>r side of <str<strong>on</strong>g>the</str<strong>on</strong>g> deck. The<br />

tank below this 4th deck tank is foam filled and a fire watch cannot be stati<strong>on</strong>ed. Therefore, <str<strong>on</strong>g>the</str<strong>on</strong>g> 4th Deck is no l<strong>on</strong>ger an opti<strong>on</strong><br />

unless <str<strong>on</strong>g>the</str<strong>on</strong>g> ballast weight <str<strong>on</strong>g>to</str<strong>on</strong>g> be added be decreased <str<strong>on</strong>g>to</str<strong>on</strong>g> less than 50 I<str<strong>on</strong>g>to</str<strong>on</strong>g>ns.<br />

119

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