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But in one trading session early in May, the price moved to the other side of the former resistance line. Knowledgeable chartists would have seen this as an opportunity to exit the position immediately. Indeed, it would be wise for buyers of this stock to have placed stop-loss orders at the $7.99 level (or somewhat lower to allow for market noise) to protect their positions. The chart for 7/24 Solutions (Figure 9.34, symbol SVNX) is especially interesting since it has not one but two resistance lines. The stock had fallen terri cally from 2000 to 2002, losing virtually all of its value. In 2003 and 2004, the price steadied, and a near textbook-quality saucer pattern was hammered out, illustrated by the lower horizontal line representing resistance. It moved above this level and made an assault on the higher horizontal line, representing the next level of resistance. This, too, was pierced, indicating what seemed like a great future for this stock. Sadly, the price faltered. It fell beneath the upper horizontal line, and it wasn t long before it was below even the lower horizontal line. The stock was back to its old ways, oundering at a very low price level, the disheartened buyers of the stock having given up on it. Skilled chartists would have saved themselves much of this pain by recognizing that they should get out immediately when the higher line was violated. A stock can be very successful for you but then turn sour. Much earlier in this chapter, Figure 9.2 showed how Owens Illinois enjoyed multi-hundred percent gains from 1996 through mid-1998. Taking the

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(5.3.11)

To obtain realistic support conditions, we modeled springs. It was a frustrating ordeal because often the 13-hour process would yield incorrect results. I would start the program at the end of the workday, expecting results the next morning. Too often, summer electrical storms would interrupt the power and I would have to start again. The results of the analysis were magni cent. All of the lattice member and chord forces were produced. We could see the effects of bolster beam supports and accurately determine the optimum locations for chord splices for an array of loading conditions. A temporary cable-stayed support system was designed to allow construction to proceed while the Connecticut River was lled with ice. The design of

(pIE(Tj)lp') =

Mjdsjp("fj; Sj) (ple-iPol":;:1 Tipo,;'Fj Ip') drjdsjp("f.1; S.1 )e-ip':;:j+ip'o:;:./ T pep, p')

(5.3.12)

Tp(p,p') = (pITlp')

(5.3.13)

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In deriving (5.3.12), Eq. (5.3.9) has been used. Let the position and state of a particle be independent of each other:

_ _ p(Sj) p(T.1;Sj) = p(Tj)p(S.1) = 11

FIGURE 9.34 7/24 Solutions (symbol SVNX) had a textbook-quality saucer pattern, but the stock swiftly weakened and plunged back to its historic lows.

(5.3.14)

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the cable stayed temporary support system was an adventure in itself. Originally, Chester eld Associates was planning to shore the bridge from the river. Unfortunately, the Upper Connecticut often freezes during the winter. Moving ice would simply destroy any temporary supports standing in the river. During a meeting with NHDOT engineers and of cials, Dave Allen, of Chester eld Associates, the contractor, explained that the two-year construction schedule would require work to be phased in such a way to avoid the ice. The plan was to work on the two spans of the bridge independently. While the discussion ensued, I was quietly sketching on the proverbial, back of an envelope. I quickly sketched the bridge with a two-span cable stayed structure to allow the symmetrical two-span bridge to be rehabilitated in a symmetrical manner. After presenting the sketch and interjecting a few comments into the discussion, the advantages of such a system became apparent to all. It was immediately embraced. The cable-stayed system had to be fast tracked. We designed the three 80-foot towers using 10HP42 steel piles, which were available to the contractor. The steel system consisted of transverse needle beams, two longitudinal carrying beams, built-up towers, and an array of 140 ksi Dywidag bars for stays. The design was handsketched on notebook paper and faxed to the jobsite on a just in time schedule so that welders would not be waiting.

(5.3.15)

ds Tp(p,p) p(s)

(5.3.17)

(pIE(G)lp') = (plp')G(p)

(5.3.18)

G(p) = Gocm + noGo(p)(Tp(p,p))stG(p)

(5.3.19)

_ no(T p(p,p))st)-l (5.3.20) By setting the inverse of G(p) equal to zero, a dispersion relation is obtained.

longer-term perspective, however, we can see these gains were temporary (Figure 9.35). By 2000, the stock was down to about $2.50, a staggering loss in value. Waiting until the stock fell all the way below its former resistance level would not be recommended for a stock that had already climbed so much an ascending trendline would have given you much earlier warning. The point is, however, the patterns do

(5.3.21) In (5.3.21), "det" stands for determinant. The value ofp that satisfies (5.3.21) will be the value of the effective propagation vector K. Using the expression (5.1.48) for Go(p), we have

FIGURE 16-3 The cable stayed system allowed for an orderly rehabilitation of the roof structure. (See color insert.)

=-1 _

G(p) =

(I - noGo(p) (Tp(p, p))st)

-1 Go(P) =

+ (p -

)(BpBp + <Pp<Pp)

(5.3.22)

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