Titanic’s Center Anchor
By Art Braunschweiger, TRMA
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The anchor: Titanic’s center anchor was a Hall’s Patent stockless anchor, manufactured by Noah Hingley & Sons, Ltd. of Netherton. The Hall anchor is still in use today, and is manufactured in sizes from 110 lbs to over 29 tons. The drawing above is for a modern Hall’s anchor.
(Note on anchor weights: the weights of Titanic’s anchors as published in various books sometimes differ. This is usually because of the difference between American and British weight systems. Figures for Titanic, published in 1912, were for British tons ("long tons"). Modern equivalents are as follows: 1 long ton = 2,240 lbs. 1 metric tonne = 2,204 lbs. 1 American (short) ton = 2,000 lbs. Thanks to Bruce Beveridge for pointing this out.
All figures following are in the original British tons.
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Part One: The Crane Rigging
Titanic’s center anchor is on record as weighing 15 ¼ tons (34,188 pounds, to be exact.) That’s impressive by any standards, and is even more so in the photographs of the day. My favorite is the one below, with the lilliputian Midlanders starting it off on its journey to Belfast.

Photo courtesy Jonathan Smith
Anyone who has built a model of Titanic knows that this anchor rested in its own well at the bow, and that the ship was equipped with an anchor crane for lifting it. But since this crane had no powered hoisting mechanism, how it actually lifted the anchor is not clear. In this second picture below, although the anchor appears artificially large because the man is standing behind it, its immense bulk is still obvious.

Thanks again to Jonathan for this photo.
The most powerful electric crane on Titanic could only lift 2 ½ tons. The center anchor was over six times heavier. No problem, rig some lines on the anchor crane and lift it up and out. That’s what it’s there for, anyway. Some may be thinking of the weight of Titanic’s fully loaded lifeboats, lowered by only one or two men on each fall. But even at a lesser weight of 6.3 tons (2300 lbs estimated for the lifeboat and gear, plus 65 persons at 180 lbs each) the difference is none of that weight had to be pulled up. It only had to be lowered down. And the only reason one or two men could do that easily on each fall was that each line, after passing over the sheave on the inboard end of the davit frame, took a turn and a half around the short cross-shaped bollard at the base of the davits. The friction inherent in that arrangement reduced the weight to manageable levels. The center anchor, on the other hand, had to be lifted up – at least high enough to get it up off the deck so it could be swung outboard through the removable panel on the port side of the anchor well. And if the anchor was to be recovered, it would have had to be hoisted a far greater distance than that once it was weighed and hanging below the bow.
At first glance there appear to be two possible lift points for the anchor. One is the shackle at the end of the shank (front right of the photo above). But while this might seem plausible at first, this ring wouldn’t work for that purpose. It’s too big for a cargo hook, and besides the anchor crane wasn’t tall enough to lift the anchor vertically when you allow for the blocks and rigging involved.
This photo from Olympic shows the crown of the anchor, with the base of the crane just behind it. Note the ring on the shank where it meets the crown. This is the actual lifting point. This is the purpose of this type of fitting, and in fact the band attaching it to the shank is called the balancing band. The ring looks small in the photo, but look at either of the first two photos and imagine how large it was in real life.

So what if you needed to use Titanic’s center anchor? Pass the wire rope hawser out the hole in the bow, shackle it to the anchor, lift the anchor up and out, and lower it down until the hawser bears the weight. Unhook the crane tackle, and you’re ready to drop anchor. To recover the anchor after it’s weighed, do the whole procedure in reverse. Sounds easy enough. But in reality it would have been a bit more difficult.
As we know, this anchor was very, very heavy. At the time Olympic and Titanic were built, their center anchors were the largest in the world. In the American system of weights and measures, this anchor actually weighed over seventeen tons. Now lift it up and suspend it in the air – over the bow of a ship, where you’re guaranteed to have the maximum amount of pitching motion from the sea. Your deck party better have that anchor under control, or (quoting Mark Darrah, from an August 1998 posting) – "that anchor would become a 15 ½ ton wrecking ball the moment it was lifted free of the deck, winch or no winch!" He also relates a story in John Maxtone-Graham’s book The Only Way to Cross about Mauretania’s spare anchor breaking loose in a storm, and the difficulty the crew had securing it over the course of many tense hours.
Second, because of this anchor’s weight (or more properly, its mass) it’s going to be difficult to move any part of it in any direction, even when suspended, without applying significant force or leverage. If part of the anchor catches on the edge of the deck, you can’t just push it off, because you’re only applying about a hundred pounds of push to thirty-four thousand pounds of steel.
Third, retrieval of the center anchor, once weighed and clear of the water, would have been a fairly involved project, and when swung out over the port side (over the removable panel in the sheer strake) the crane arm would still be well aft of the bow. This means that a man would have to be lowered over the bow down onto the anchor, and pull the heavy block with its hook and all the rigging forward and around to the lifting ring on the anchor. Even assisted by men in the bow with lines, it’s still a challenging task. (It’s very difficult to exert a lateral pull when you’re hanging down off a line.)
So if rigging the center anchor for use took so much work, why not have it permanently rigged in some manner?
One of the most compelling theories I’ve read about Titanic’s anchors is in the Rivet Counter glossary, by Brett Anthony in his section Dropping the Hook: " . . . Titanic's designers knew that the anchorages at Cherbourg and Queenstown would almost never require the specified holding power. The solution was to rig the Olympic ships with a pair of smallish (8 ton), easily handled hull-mounted anchors".
To the list of "planned" anchorages, add Belfast for the occasional drydock trip. And even if required to anchor at Southampton or New York, the ship would have still been in sheltered waters subject only to tidal currents. In any event, Titanic’s builders and her owners could be confident that her center anchor would rarely, if ever, be used. This, in theory, explains why the Olympic-class ships were not constructed with more substantial bower anchors, or an anchor hawsepipe in the stem like Normandie and other ships of a later era. The ship could be equipped with a heavier spare anchor, semi-permanently stowed and rigged for use when required.
There are a few photographs that clearly show Titanic’s anchor crane rigged for use. One frequently published is the one of Olympic entering the drydock, with Titanic off to the right. One of the best copies of this is on pages 14 and 15 of Anatomy of the Titanic. (Also in Leo Marriot’s Titanic, p. 29, Michael McCaughan’s Birth of the Titanic, p. 129, and others, but Anatomy has this printed very clearly, across two pages.)
A caution here: none of the photographs show what the crane is being used for. We can use the photos to figure out the rigging system, and count the blocks used, but we can’t really be certain if they were actually lifting the center anchor in the picture. They could have been lifting something else. And remember, it’s called photo interpretation for a reason. We can only make a good guess about what we’re seeing.
One more point about the rigging. Anyone who’s finished their model has probably rigged two lines from the crane out and aft to the bow railings. It’s important to note that these could not be used for lifting, but most likely to rotate the crane and its load when in use. Otherwise these lines would be used to secure the crane for sea, in the position we are most familiar with. According to Bruce Beveridge, the Harland & Wolff plans show no powered rotating mechanism belowdecks. More importantly, however the crane was turned, these lines would have been needed to prevent the crane from swinging one way or the other from the motion of the ship when it was in use at sea. Adopting what I believe is the correct term from square-rigged ships, I have chosen to refer to these as the port and starboard bracing tackle. (I have heard them called preventer stays, but by definition a stay is fixed in place, like a guy wire.) Below is a photo, with a diagram of the rigging. This arrangement is called a gun tackle purchase, so named for its use with the cannons on British warships in Nelson’s day.
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Most photos show the crane with the lines as shown in the above picture, secured for sea. I believe that these bracing tackles were shifted to other points on deck when in use, most likely one at the bow and further aft along the port side. I’m putting the "cart before the horse" here because it’s important not to visually confuse these bracing tackles with the actual hoisting tackle in some of the photos.
Now let’s get to how it was actually done. Bruce came through (as usual) and provided me with an outstanding photo of Olympic’s anchor crane rigged for use. Here it is, with my interpretation of what we’re seeing.
Conclusion #1: how the crane was set up for hoisting the anchor:

A word about blocks: most people are accustomed to blocks being somewhat fat. Wood blocks usually are. (See the blocks on the bracing tackle in the photo above.) But "modern" cargo blocks of the time were usually steel, and even large steel blocks are very slim when seen end-on. They are not normally wider than the width of the sheave (pulley) plus the steel cheek plate on either side. Reference the steel blocks in the above photo with the drawings below:

Now here are two more photos. The first is an enlargement of the Olympic drydock shot. Both courtesy of Bruce.

Both appear to show the same arrangement of rigging as in the first diagrammed photo.
(And as a side point for modeling, in first shot, did anyone notice that the two angled sections on the crane between the vertical post and the crane arm don’t appear to be solid steel at all? They appear to be large-diameter wire rope. Might be time to go back and re-do part of your crane!)
Conclusion #2: hoisting the anchor could not be done manually.
Conclusion #3: one of the bow capstans was used to exert hoist the anchor.
In my diagram above, I have included a 5th block as being probable. With any crane rigging, the hauling force has to be exerted in line with the body of the crane itself. Note the angle of the hauling line in the first diagrammed photo. That line is leading back down, somewhere very close to the base of the crane, if not the base of the crane itself. Now look again at the base of the crane in the photograph below, enlarged from the Olympic anchor well shot:

Notice the two cast eyes at the base of the crane. I can think of two possible purposes for these: to hook in a slewing bar to manually rotate the crane, or as eyes into which to hook a block. But even if they were not attachment points for a block, the line’s direction had to be changed so that a horizontal pull could be exerted on the line. It’s always easier to pull horizontally than vertically. You can lean back against the line, thereby exerting a greater pull, and you can put more men on the line. It’s also safer, since you can brace yourself in a more solid stance. For this reason I’ve included a 5th block in my calculations.
When using pulleys or blocks, mechanical advantage is calculated by counting the number of times a line runs between two blocks, and dividing that number into the weight being lifted. In the rigging diagram drawn above, there are seven lines running between the anchor block and the three crane blocks. (The line running from the deck up to the first block isn’t counted.) That’s a 7:1 mechanical advantage, which means that to lift 1,000 pounds you would only have to exert 1/7th of that in terms of pull. To put it another way, with a 7:1 mechanical advantage, lifting 1,000 pounds would feel like you’re only lifting 142.
To the weight of the anchor we also need to add the 3 large chain links and 2 shackles (see the second picture, near the beginning) plus about 15 feet of the steel wire bow hawser. Why? Because in recovering this anchor, you could not unhook them any place other than on deck. Several men would have been required for this operation and hanging them over the bow against a swinging anchor simply wouldn’t have been an option. Adding about ¾ ton to be on the safe side brings the weight to be lifted up to 16 tons. At a 7:1 mechanical advantage, that would require a hauling force of 5,120 lbs:
16 tons x 2,240 lbs/ton = 35,840 lbs
There are 7 lines running between the blocks. (Each time a line runs between one block and another, it’s counted once when adding up mechanical advantage. For clarity, the rear lines have been left off the diagram.)
35,840 lbs ¸ 7 = 5,120 lbs.
However, we have to allow for friction every time the line passes over a sheave (pulley). 10% is the normal working number to add for each sheave. This works out as follows:
4 sheaves total between the 3 crane blocks
3 sheaves on
the anchor block
1 sheave on the block at the base of the crane
Total 8 sheaves
10% of 5,120 lbs = 51.2 lbs
51.2 lbs x 8 = 4,096 lbs.,
added to the weight being lifted
Actual hauling force required:
5,120 lbs + 4,096 lbs = 9,216 lbs.
9,216 lbs ¸ 2,240
lbs/ton = 4.1 tons
Even if a group of seamen could each exert a 150-lb pull against the line, it would require sixty-one men pulling. Even with the most modern bronze-bushing blocks, whose coefficient of friction is only 4%, this would still require a hauling force of 6,758 lbs.
Okay, what if our photo interpretation is wrong? What if the purchase shown was set up for some other purpose in the photos, and additional blocks and lines were used for the anchor? Once you exceed 10 sheaves in the system, the weight factor that you have to add back because of the total friction starts exceeding the advantage you gain mechanically. Even throwing in another block or two to gain the most advantageous setup, you would still require a hauling force of 7,168 lbs.
We could also throw in another block-and-tackle setup on the downhaul line, similar to the bracing tackles, but at a 2:1 mechanical advantage that would still require well over 3 tons of pull.
This is why the I have concluded that the capstan was used for this purpose. I haven’t been able to determine how the line would have run from the crane to the capstan, though. The anchor chains are directly between the crane and the capstans. I considered the possibility of the line running from the base of the crane out to the forward-most fairlead roller and then aft, but it doesn’t appear that the line would clear the forward end of the chain races.
Conclusion #5: wire rope was used, because manila would not have been strong enough.
The lines in the photo appear to somewhere in the range of ¾ to 1" diameter. Let’s say 7/8". The breaking strength of 1" Number 1 manila is 9,000 lbs, with a safe working limit of 2,250 lbs. (Modern working limits for ropes are calculated with a safety factor of 4). Strength decreases if the line is wet. So, it’s obvious that manila just wouldn’t stand up the load.
The type of wire rope required would have been Extra Flexible Steel Wire Rope. Today this is also called "Extra Flexible Hoisting Rope". It has a greater number of wires, which translates to greater flexibility, meaning it can safely take a tight turn around a sheave. It also has less resistance to pressure and abrasion.
5:1 appears to be today’s standard safety factor in calculating the working load of cable. Therefore we would require a wire rope with a breaking strength of 20.57 tons:
Actual hauling force required = 9,216 lbs
9,216 lbs x
safety factor of 5 = 46,080 lbs
46,080 lbs ¸ 2,240 lbs/ton = 20.57
tons
In referencing the Bullivant’s Steel Wire Ropes table below, we find that a 7/8" diameter Extra Flexible Steel Wire Rope has a breaking strength of 20.5 tons – just what we need. And at a weight of only ¾ lbs per foot, it would be manageable to work with. And if Special Extra Flexible wire rope was used, it could carry almost 2 tons more weight at that diameter.

So why such a cumbersome system for hoisting the anchor? Because it probably wasn’t intended to be used more than once or twice during the life of the ship. In special circumstances, it wouldn’t have been difficult or time-consuming to rig the purchase required. In today’s age of hydraulic cranes, we forget how much was done by block and tackle back then. In reality, it was a simple, maintenance-free system. All the components except the crane could be stored belowdecks, out of the weather, and brought up when required.
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Part Two: The Wire Rope Hawser
In researching the rigging problem, I began to look at the wire rope hawser that was intended for the center anchor. On analysis, there are two significant factors that don’t support the idea of the wire rope hawser as the proper cable for this anchor:
When considering holding power, a vessel’s anchor can never be looked at by itself. The anchor is integral with the anchor cable, and together make up the vessel’s anchoring system. The ratio of anchor cable paid out to depth is called scope, and in heavy seas the scope needs to be much greater to counteract the increased pull from the ship. And large vessels use massive anchor chains not because all that strength is needed to hold the ship, but because the weight functions as a catenary. An anchor is only effective if the anchor rode is exerting a lateral pull on the anchor, in line with the sea floor. This is why even in small boats using a light nylon anchor rode, the last three to ten feet of anchor rode is chain. In fact, a vessel Titanic’s size could adequately be held by a much lighter anchor chain without risk of the chain breaking, but strong wind, current or seas acting against the hull would pull a lighter chain off the bottom. This means the anchor would be at risk of dragging or breaking free.
There’s no question that the center anchor was carried to ensure that Titanic carried sufficient holding power for whatever situation might arise. However, for the center hawser to adequately support the center anchor in a situation requiring additional holding power, it would have to be not only heavier, but longer. In fact it was neither. As it was, the center hawser, being seven times lighter, would have had to be at least twice as long to provide the same catenary effect as the anchor chains in a normal anchoring situation.
Were Titanic’s anchor chains of sufficient length for situations requiring extreme holding power? They were never put to the test, but consider that the Queen Mary’s were 165 fathoms each – the same length as Titanic’s. Were the anchor chains large enough to provide adequate catenary with the center anchor in an extreme holding situation? Modern U.S. naval LSTs carry anchors of 40,000 lbs - larger than Titanic’s, with 3-3/8" chain – smaller than Titanic’s.
Conclusion #6: The wire rope hawser was intended to be an alternate cable for the center anchor, not the primary one.
The location of the center anchor crane supports this. Although some books imply that the Olympic-class ships were equipped with anchor cranes for the express purpose of handling their large center anchors, anchor cranes were nothing new. In fact, they were a common feature on large ships. More important, they were all located in essentially the same place: directly opposite the port and starboard chain hawsepipes, or nearly so, in the perfect place for servicing the bower anchors and anchor chains when necessary
Titanic’s was heavier, of course, to take the extra weight, and proportionately larger, given the increased size of the ship, but it was mounted in the same place as on any other ship. This was not the most advantageous position for retrieving an anchor from a position forward of the bow. The crane was stepped aft of the anchor well, and according to figures supplied by Bruce Beveridge, had a reach of 6 feet beyond the side of the ship when it was swung out to the side. In this position, as mentioned earlier, the end of the crane arm would not have been able to overreach the center hawsehole. Swinging the crane further forward would have brought the tackle closer, but not much. The anchor would still have to be swung around to the port side before it could be hoisted vertically. All in all, a more involved operation, I believe, than changing over one of the side anchors for the center one onto the side anchor’s chain.
And finally, look again at the lifting ring in the Olympic bow photo. The anchor was stowed so close to the base of the crane that it would have moved at least four or five feet toward the bow when lifted. This would have made it extremely difficult to re-stow, since all that weight once in the air would want to go straight down, not back.

Conclusion #7: the wire rope hawser was also intended to be a primary towing hawser.
I’m not suggesting that the wire rope hawser was not intended as an anchor cable at all. But as a third cable to supplement the two chain cables, it fit the bill nicely. Adding a third anchor chain would have required a much larger chain hawsepipe in the stem, and as Bruce Beveridge remarked, "where are you going to put an extra hundred fathoms of chain for a center anchor?" As a side benefit, the Olympic-class ships were now also equipped with a readily deployable towing hawser. In fact, this hawser was ideal for towing. It was located in a perfect position right at the stem – where a yawing motion wouldn’t cause the cable to cross over any part of the bow. It also guaranteed that Titanic and her sister would always have available a hawser heavy enough for the task of towing them.
I consulted with Moran Towing, a world leader in heavy vessel towing. I asked how feasible it would have been to tow Titanic with another liner in the open ocean, given the size of her center hawser. (Remember the erroneous report of Titanic under tow to Halifax by the Virginian?) Moran said that such an operation "is generally a last resort", and that "the weight of the vessels alone in any kind of a sea state would part the wire" due to surge load. Towing should be left to tugs, it would seem. But providing that was done, Titanic’s center wire rope hawser was more than large enough to tow her any distance, with plenty of strength in reserve. Quoting Tom Craighead of Moran: "In the early 1900s the technology was not the same and winches and power were not what they are today. . . . The power in tugs was much lower so the rope requirements were much less. The size of the line is determined by the breaking strength of the line and the power of the tug." Moran’s large tugs of today are 5000 horsepower and use 2 ¼ diameter wire hawsers for very large vessels. Given the fact that tugs were of much less power in 1912, and Titanic’s center hawser was much larger, it would have been more than strong enough for a tow.
Only the length was less than ideal, at least by modern standards: at least 200 fathoms are now recommended for towing a very large vessel at sea. This ensures a sufficient catenary hanging down in the water to absorb surge and shock. But, as a towing hawser in any port in the world it would be ideal, and as stated before, readily available and up to the task at hand. And photographs of Titanic departing Southampton do show what appears to be the center hawser in use with a tug.
(Note – when looking at photographs showing Titanic and her attendant tugs, we need to make a distinction between maneuvering and towing. In most photos the ship is under her own power, with the tugs off the bows or stern to assist her in turning or maneuvering in a narrow channel. Actual towing (pulling the ship in a forward direction) would have been done with a tug dead ahead. This would have been leaving Southampton - as the Courtney photos show - although Cameron’s movie has Titanic starting all three of her propellers at dockside. Quoting Brett Anthony again, from the Rivet Counter Tutorial: "While this is a wonderful cinematic moment, had it actually been done this way Captain Smith would have found himself staring down both barrels of a Harbormaster hissy fit. Aside from being wildly dangerous, it would have undermined the dock.")
In summary, we have a center anchor that would have been potentially difficult to deploy, recover and re-stow. Given this, it’s difficult to escape the conclusion that "the usefulness of it as an ancillary anchor is debatable." (From Bruce Beveridge, in a recent e-mail. Italics are mine.) In addition, we have an anchor cable reportedly designed for it – the center wire rope hawser – which would have had no advantages over the main anchor chains, and in fact would have been less effective overall.
However, I believe that Titanic’s designers knew full well what they were doing when they designed her. Assuming that Thomas Andrews and his staff miscalculated is highly unlikely. British shipbuilding by that point led the world in production, and was based on a solid foundation of expertise and knowledge. Anchoring was a well-understood science and its hardware had evolved over centuries.
It’s been suggested that Titanic’s designers knew her center anchor would never be used, and never planned on its use. Others have made this conclusion before, and I believe it’s true. I believe that her builders equipped her as such only to meet Board of Trade regulations, while at the same time doubling the usefulness of the center "anchor" hawser by planning for its use as a towing hawser.
Bridgewater, New
Jersey, USA
April 14,
2004
References:
Informational assistance:
Jonathan Smith, TRMA
Bruce Beveridge,
TRMA
Moran Towing Company
Commercial anchor manufacturer, name withheld by request
Website sources:
Rivet Counter Tutorial
Wire Rope
Corporation of America
Anchor Marine and Industrial Supply
Canada
National Sea Cadets
Roebling Steel Corporation
Integrated Publishing -
Military Educational Publication: Seaman
Other:
Practical Shipbuilding, A.
Campbell Holmes, 1916
Reprints of The Shipbuilder, 1911