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Because of economics, the relocation of very large masonry structures is usually made in a straight line or along a smooth horizontal curve on xed rails Even though the lighthouse was at that time estimated to weigh 2,600 tons above grade, it was more feasible to move the structure in one piece rather than several The cylindrical tower could have been cut into manageable sections, but the octagonal base, weighing 768 tons, would remain a very heavy piece to relocate intact Thus, the proposed method to move the lighthouse in its entirety, in a straight line, along steel and concrete rails to a new foundation was judged to be a more simple and practical solution once the structure is lifted from its foundation.



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(3.4.llb)

(3.4.llc)

z. (8(r)) = J/i~r z.1m (V (1jJ(r}VJ*(r')) )

(3.4.12)

FIGURE 1.4 This is known as a triple top, where a new high happens three times, but the price can t get above it. Once the attempts at overcoming this resistance failed, the stock collapsed.

1jJs(l) (r)v)s(l)*(r') =

L L V//

1=1 j=1

(r)VJ;(1)* (r')





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The new site, as selected by the National Park Service for the relocation study, would be 2,800 feet southwest of the current site and 2,400 feet from the shoreline Factors in uencing site selection include soil-bearing capacity and water table depth, elevation and stability of the landscape, number of years before coastal erosion again would affect the structure, and ease of moving across the intervening landscape To lift the lighthouse from its foundation, we proposed that heavy-steel needle beams would be horizontally inserted in two directions through the octagonal base The beams would be connected to steel girders, forming a square in plan; numerous struts would brace the girders to each other The structural steel would weigh an estimated 150 tons, with the largest piece weighing 33 tons2 The lighthouse, along with the steel framework, would then be raised by twenty-two 150-ton hydraulic jacks.

(3.4.13)

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Thus the product of scattered fields can come from different particles of j =1= l in (3.1.6). Instead of specifying only the single-particle position probability density function as given by p(rl) = 1jV, we need to specify also the two-particle joint probability density function. The joint probability density function of two particles is, from (4.5.21) and (4.5.23) in 4 of Volume

p(T1' T2) =

g(rl,r2) (

N ) N _1

earlier at $34 promised themselves that the moment the stock recovered to a break-even level, they would get out. Perhaps most people felt the stock was fully valued at $34. The reasons really don t matter; the fact is that over a six-month period, there was an invisible line drawn on the stock chart through which prices simply could not pass. What happened afterwards is very interesting: far from pushing above the $34 price, the stock instead started collapsing. As Figure 1.5 shows, CHK withered away from $34 per share to about 50 cents, almost a 99% decline. Clearly the stock had worse problems than a triple top, but the important point here is that the market was telling the owners of the stock something, and the triple top was a warning that this was a stock to sell, not keep.

(3.4.14)

where 9 is the pair distribution function. The case of independent particle positions is given by g(r1' r2) = 1. However, such is an idealized case because particles cannot penetrate each other so that g(r1' r2) = 0 for Irl - r21 <

~ 00,

dmirtl where dmin is a minimum distance. In the case that Ir1 - r2\ particle positions must be independent. Hence

Suf cient cutting of brick and stone would be required to ensure a relatively clean separation from the foundation, which would then be relocated to the new site The proposed procedure would require that two parallel rails be constructed to the new site The rails would consist of 1 -inch continuous steel.

g(r1, r2) = 1

(3.4.15)

g(r1,r2) = g(r1-r2). The summation in (3.4.13) is next split into two parts, j = 1 and j i= 1 : 1/)s(l)(r)1/)s(l)*(r') =

L 1/);(1) (r)1/);(1)* (r') + L L 1/J;(1) (r)1/J;(r)*(r')

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