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y career has been in uenced by many people who do not appear in these case histories who need to be acknowledged. Some, such as Wm. C. Vick and Tommy Vick of Wm. C. Vick Construction Co. in Raleigh, NC afforded me the opportunity to work on projects with some of these same design issues. Robert C. Browning, P.E. was an engineer interested, early on, on the work I was doing. My parents Rose and Constantine Fischetti, of course, encouraged me in my career. My grandfather Luigi Rinaldi, Master Brickmason, gave me my rst job in construction. I graduated from Brooklyn Technical High School thirty years after my father. The teachers at Brooklyn Tech, most with industrial or construction experience, had a positive in uence, particularly Angelo Amatelli, Head of the Structural Course of study. My timber design experience began at Koppers Company, Inc. in Pittsburgh in the Unit Structures Department of the Forest Products Division. I would like to thank Harry C. Smith, P.E. and Einar Orsett, P.E. for their guidance. Over the years many people have typed the various manuscripts which enabled this book to be published: Denise Bowles, Beckie Mitchem, Dolly Foster, Lynn McBride, Tami Wahl, and Connie Harrison. Most important is Gretchen Moog Tippett whose work was crucial in the nal production of the manuscript. I want to also acknowledge Jim Harper, my editor, and Nancy Cintron, production editor, at Wiley. This book would not be possible without the work of my daughter Stephanie A. Fischetti who assembled the initial outline and proposal. Most of all I would like to thank my wife Joyce and our family for all of their love and support.



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particles, 1'1,1'2, ... , rN. In Volume II, we carried out Monte Carlo simulations and for every realization, 1'1,1'2, ... , rN are fixed. Here, we perform statistical configurational averaging using conditional averaging. Let

I rt} (where I denotes that term is absent) denote the conditional probability density function. The equation

E lW (-(I)) -

(6.1.10) is the conditional average based on holding position 1'1 fixed. Note that on averaging in (6.1.10),1'1,1'2,"" rN become dummy variables except 1'1. Equation (6.1.7) becomes

most powerful and easy-to-recognize reversal patterns, the Head and Shoulders (and its twin, the Inverse Head and Shoulders).

I rt} =

fj .. .fl"

.rN Irj,rl)P(rjlrl)

(6.1.12)

FIGURE 6-7 Floors were replaced in the Eagle Block (ca. 1835) in similar fashion to Watauga Hall. (See page 87 for discussion.)

W(rl) =

df/u(krtrj)p(rjlrt}T Ejl(W(j))

(6.1.13)





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where E jl (w(j)) is the conditional average holding both rj and 1'1 fixed. Based on the quasi-crystalline approximation, (6.1.14) we have

w(rt}

The Head and Shoulders pattern (henceforth referred to as H&S) has a funny name but a powerful purpose: to indicate the possible reversal of the security you are charting As the name suggests, the H&S pattern looks like a head between two shoulders It consists of these elements: Left Shoulder: An ascent in price (ideally following a long, major ascent in the stock s value), a leveling, and then a weakening back to a certain support level known as the neckline Head: A further ascent in price, surpassing the high set by the left shoulder, once again leveling off and descending back to the neckline Right Shoulder: A nal ascent in price, ideally not going as high as the left shoulder (and certainly not going as high as the head), a leveling off, and a descent back to the neckline, which it breaks beneath on strong volume Figure 12.

dfjZi(krtrj)p(rjlrt}Tw(rj)

(6.1.15)

Since rj has become a {iummy variable, we can replace Also,

'E%1

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FIGURE 7-10 Lateral bracing consisting of timber poles and framing was installed on both sidewalls. (See 7 for discussion of St. Helena s Church.)

by (N - 1). (6.1.16)

where no is the number of spheres per unit volume and g(rj - rl) is the pair distribution function.

dfjg(rj - rdtf(krlrj)Tw(rj)

(6.1.17)

1 shows an example of a very good H&S pattern exhibited by the stock Technical Olympia (symbol TOA) Lines have been drawn on top of the chart to clearly show the shoulders, the head, and the neckline The circled part indicates where the price broke beneath the neckline, completing the pattern and sending the price sharply downward, as expected The H&S is a reversal pattern It indicates that the stock is going to change direction As such, it is most powerful when a stock has had a long, signi cant move higher in price The ideal opportunity to exploit an H&S pattern is when there is a lot of air beneath the pattern that is, a long ascent in price with very little resistance on the way down Take a look at Figure 122 for a good example of this Here is a stock, Helen of Troy Ltd.

The domain of Zj > is imposed because the particles are in the region of Z > O. In index notation, we have

+ e iki'Tl amn (M)

w~Cfl) =

df 2 [Bmnp,v(krlr2)TSM)w1~f)(r2)

Structural Investigation of Historic Buildings: A Case Study Guide to Preservation Technology for Buildings, Bridges, Towers, and Mills. David. C. Fischetti 2009 John Wiley & Sons, Inc.

+ eik, rl a mn (N)

(6118b) ..

(6.1.19)

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