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Where the rudder stock enters the vessel, watertightness must be ensured by fitting a trunk having a stuffing box and gland at its top. This latter, however, may be dispensed with where a carrier is arranged for, this being an additional element in favor of the adoption of these supports. Before fixing on the counter dimension of the rudder trunk, care should be taken that ample clearness is given to ship and unship the rudder. It will be seen, therefore, that the hole through the counter is much in excess of the diameter of stock, and if not filled in would be unsightly, besides allowing a considerable volume of water continually at play inside. It is covered in with a tail plate fitted in halves and secured with hexagon head taps to the counter plating, so as to be easily removable to permit of unshipping the rudder.

Good proportions for such details as pintles, gudgeons, braces, couplings, etc., to meet most requirements are shown in Fig. 147.

PROPELLER STRUTS.

These brackets for supporting the outer end of tail shaft are generally of pear-shaped section as being the form of least resistance. It is usual to cast them in steel, although they are also sometimes built up.

In selecting a suitable area of arm shipbuilders are guided mostly by experience, hence the divergent results seen in practice. The author has therefore devised the formula given on p. 109, in which he has attempted to secure a uniform relationship between the size of these struts and the power transmitted through them.

Where possible the centre of the propeller bracket should be placed on a frame to obtain the maximum of stiffness, and the palms of upper and lower arms may be cast on or connected with angle clips. A web spur is sometimes cast or worked on keel length of stern post to take the palm of lower arm instead of flanging the latter and riveting it through the keel to it, securing independent connection for each strut.

In wake of the upper palm additional stiffening must be worked by fitting a short local doubling on shell and a stringer inside. The number and diameter of palm fastenings should be developed according to the sectional area of the arm, these being in most cases overdone.

The sectional area of arms must not be tapered towards the boss, as, although theoretically considered as a cantilever, this would be rational, it must not be lost sight of that the greatest stresses are borne by the ends of the arms adjoining the boss, and are, besides, alternating ones inducing fatigue.

The engineer will determine the length of boss barrel suitable for bearing and also the finished diameter of the hole, but ample

allowance should be made for boring out to this dimension and also adjusting to centre line of shaft; this is most important when dealing with cast steel, as it provides the opportunity to detect hidden blow holes. A inass of metal should be avoided where the arm swells to meet the boss either by reducing the fillet to a minimum or coring out the metal inside the boss, as otherwise internal stresses will be set up in cooling or dangerous blow holes developed. In high speed vessels it is important to make the pattern "wind" conforming to the run of the water line, thus obviating the arms being dragged across the stream lines and creating eddies. It is surprising the amount of power absorbed by this resistance when brackets are badly set or not set at all.

SPECTACLE FRAMES.

Spectacle frames have nearly superseded the open A brackets for large merchant vessels. They are enveloped in the hull of the ship, the plating being webbed out and bossed around the shaft for this purpose, as fully explained in the chapter on Design, which see. Where the plating ends on the arms of these frames a good riveted connection must be made, usually double and increased to treble tap rivets around the boss. Local strengthening must also be fitted in wake of spectacle frames by increasing the deep floors in thickness and doubling the ship's frames in their vicinity.

CASTING AT STERN TUBE.

The outboard end of stern tube in vessels fitted with A brackets is supported by and connected to a steel casting or forging. Its function is similar to the boss on body post of a single screw steamer.

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In large steamers it is usual to extend this casting over two frames in length to give additional support, as shown in Fig. 148, but in small vessels the tube end support need only be from 2 to 4 inches thick, and shaped like Fig. 149. Usually a watertight bulkhead is fitted at the forward and after ends of the stern-tube, the former one being bossed and spectacled at the wings in the manner depicted in the detail given.

The inboard palm of the tube end forging is securely riveted to

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wing plate of bulkhead, which must be increased in thickness for the heavier riveting necessarily employed for this purpose.

FRAMING.

In ships having ordinary floors the frames are invariably run in one piece from centre line to gunwale, and where channel bars or bulb angles are employed with this construction, the floor plates may be reduced in consideration of the excess strength given in their wake. Vessels having a double bottom on the cellular system need only have angle frames on the deep floors with flanges sufficient to take the size of riveting required. Forward in the flat of bottom in full vessels these should be doubled inside tank and in addition local fore and aft stiffening fitted to reën force against "pounding." Where vessels are classed, as they mostly are, the scantlings of the frames are obtained from the rules of the classification bureau. The angle bars of which they are made is always one with unequal legs, the larger flange standing vertically to the shell plating to obtain the greatest section modulus in the direction of the pressure.

Where frames are cut at margin plates of inner bottoms or at water tight flats, efficient bracket plates of such dimensions as will permit of riveting to develop the strength of frame bars should be fitted. See Fig. 153 and 159. In wake of flats where bracket knees are objected to on account of the broken stowage created, or their interference with cabin arrangements, the framing may be continuous and smithed angle collars or pressed plate chocks fitted around them to ensure water tightness as in Fig. 150. For simplicity in forming collars, frame and reverse bar or channel section, the reverse bar, or flange, may be cut off and the frame bar doubled for a short distance above and below the flat as compensation as in Fig. 151.

Where main frames are stopped at weather deck when the bridge house or superstructure requires a bar of smaller section, the connection between weather deck stringer and frame may be completed with a spirketting plate in lieu of

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would encroach on the berthing space, as shown at Figs. 152 and 153.

The inboard member of a ship's framing, called the reverse bar, whose functions are to provide a flange whereon to fasten the ceiling, or lining, and to give the necessary section modulus by adding area at a point subjected to corrosion and rough treatment, is commonly made of angle section or by the employment of channel bar for the framing. In steamers, however, under about 100 feet it will be found economical

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