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As discussed earlier in this chapter, the violation of a trendline by price action can be a meaningful signal that the current trend has ended and is possibly even reversing. This is absolutely not a hard and fast rule, and with any chart, only time will tell the ultimate destination of the prices. It is your task to make a prediction of future price action with enough statistical likelihood that your odds of winning are better than your odds of being wrong. For one thing, trendlines represent very potent boundary lines, and prices piercing a trendline do not necessarily make that trend moot. Figure 7.45 shows the S&P 100 index moving sharply higher and piercing



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z=()

...... tt", :.

...... ..... :.

..... :.

'. t,: t,' "::

. .'

(3.6.2) (3.6.3)

For the sake of simplicity, we have a.'isumed that the primary cluster location and the secondary scatterer locations are independent. In taking averaging, we note that N, N c and V -----; 00, while N., and Vc , the number of particles in each cluster and the volume occupied by each cluster are finite. The layer D is such that A, l D lmf]J' The cluster size Vc is related also to I and the layer thickness D must contain many clusters so that D Furthermore, we let





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Eighty percent of the weight of the lighthouse was estimated to lie within a donut-shaped footprint. This load pattern was used to distribute the weight to the shoring beams and towers, cross beams and main steel, and the new foundation. The new foundation was proportioned by applying the load from the lighthouse in three stages across the footing. The Portland Cement Association concrete design software PCA-Mats was used to check footing thickness and reinforcing quantities. Although the original footing mat had been a double criss-cross layer of 6 12 dense southern pine timbers, laying at, the new foundation was 60 feet wide to accommodate the moving system. It was designed to subgrade parameters provided by the geotechnical consultant. Footing thicknesses reviewed included 36, 48, and 60 inches. Final parameters used for design consisted of a subgrade modulus (Ks) of 50 kcf and an allowable

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the upper trendline, representing resistance. One might conclude that the index should push above the resistance line and henceforth treat it as support. In this case, prices simply got ahead of themselves and were pushed back well underneath the resistance line in just a couple of trading sessions. Another interesting example is that of MicroStrategy (Figure 7.46), which was enjoying a very healthy uptrend in price. Late in April, during two trading sessions, the stock lost about 10 percent of its value, and in doing so it crossed plainly beneath the ascending, supporting trendline. Those long the stock may have made a swift exit. Even more aggressive traders might have decided the stock was ready for a big tumble and entered a short position on the stock. This would have been a costly mistake, as the stock quickly recovered and nearly matched its all-time high within a few days. In retrospect, were holders of this stock wrong to sell it And were those bearish on this stock wrong to sell it short As of this writing, it is impossible to know whether this stock will be $200 in a year, or $50, or anywhere in between. In the very short-term analysis, two things can be

n()=

1 3 / .

(3.6.4) (3.6.5)

to denote number of clusters per unit volume and number of particles per unit volume, respectively. The joint probability density function of two different clusters is

p ( r n ,rr3 _ _) _ gl'('fn , 'ffJ)

Nc N -1

(3.6.6)

where the subscript p denotes primary scatterers (clusters). The joint prob-

soil bearing pressure (Qa) of 6,000 psf. Analysis indicated that a 48-inch thickness provided a balanced design between concrete and reinforcing steel with a comfortable factor of safety in bending and shear for the various loading conditions during and after the move.

For the first term in (3.6.13), since the integrand depends only on 1'j = 1'a + 1'j", transformation Can be made to the 1'rcoordinate as done hetween (3.6.9) and (3.6.10). Integration can then be carried out for 1'j". We also rewrite 9p as (9p -1) + 1 since 9]1 asymptotically approaches unity. On comparing with (3.6.9), it follows that the unity term gives ('lj}o5(l)(1'))('ljJo5(l)*(1")) : ('Ij,s(l)(1')'ljJs(l)*(1")) = no

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