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larly interesting about this channel is that the channel itself was de ned early on: The price points established in the rst few months of the channel accurately predicted the entire move. Had a trader made use of this channel, he would have bene ted from virtually the entirety of the price move, since by and large the stock went up until it broke beneath the support line. The very best channel-based trades are those where prices break out in the direction opposite the channel. Figure 8.15 provides a tting example. Prices had been moving steadily lower, bottoming at less than $2.50. When prices more than doubled after that, they were up against the upper resistance line. Once they broke above that line, however, the subsequent move nearly quadrupled prices from that level. Although a person entering this trade might begrudge the fact that they had already missed a 100 percent move (from $2.50 to $5.00), the fact is that until the prices are outside the channel, there is no basis for that trade. There were many other occasions when the price was at resistance and could have broken out, but it did not. Only until the reversal is con rmed with a breakout is there a rational reason to place the trade.



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m=1 n=1 g=1 1'=1 I mn ,g1'(1'1, 1'2; 1"1' 1'~)(Gnj(1'2, 1'o)G;I(1'~, G))





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1 The Haverhill-Bath Covered Bridge in New Hampshire contains stringers and possibly original oor beams rather than the closely spaced oor beams and longitudinal ooring now found in so many Town truss bridges The stringer solution is much better because these secondary members are lighter in weight and allows air to circulate around the oor beams, keeping them relatively dry Although large bolster beams are shown in two gures of bridge sections in Town s pamphlet, no mention of these critical elements is included Apparently, the need for suf ciently large bolster beams, so as to not overstress the chords and lattice sticks, was obvious from the very beginning To properly construct a new Town lattice truss bridge requires scrupulous attention to detail First, the timber needs to be of a very good quality of uniform dimension Douglas r No.

Jdr1dr2dr~dr~(Gim(1',1'1))(Gkg(1",1'~))

(4.2.18)

where Imn,gr is the intensity operator as given by (4.2.15). Note that in (4.2.18), we have integration over intermediate variables and summation over intermediate dyadic vector components. Quite often the Bethe-Salpeter equation is written in terms of the field covariance rather than the field correlation. The field covariance is defined by the following diagram

(4.2.19)

(4.2.20)

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The Bethe-Salpeter equation is an exact equation for the second moment of the field. However, the intensity operator as given by (4.2.15) is in the form of an infinite series. It must be approximated to give tractable solutions. A common approximation known as the ladder approximation is to retain only the first term of the series expansion in (4.2.15):

5(1'1 -

Just because prices are bound by a channel does not mean that a channel is the only pattern that can take place during that timespan, especially if a channel is somewhat lengthy. There are many instances where patterns can appear within other patterns, and having an awareness of those can yield fresh insight into the stock s future behavior. In Figure 8.16, the price of the Russell 2000 index moved within the con nes of a very large channel for many months. But inside the channel, a series of different patterns appears: The three horizontal lines indicate breakouts from smaller bullish patterns. By having an awareness of these smaller patterns, you could look for repeated behavior. So not only would you be aware of a broad-based uptrend, but you could make predictions based on the smaller patterns in this case, bullish patterns within a much larger bullish pattern, which made the case especially strong for holding onto this winning position.

1'2)5(1'~ - ~)C(1'1 -~)

(4.2.21)

1 Dense, free of heart center, is one of the best materials to use for a Town lattice truss bridge Southern pine is less desirable, because of its additional weight, the presence of more knots, its dimensional instability, and the dif culty of commercially obtaining large quantities of good-quality material in lengths greater than 16 feet Often the.

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