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Before delving into charts, you should understand some subtle differences that exist among different nancial instruments that can be charted. Although the vast majority of the readers of this book will be charting stocks, take a moment to understand these differences about charting various kinds of investments: Stocks Data will include the open, high, low, and close of a stock for each given day (or whatever time period chosen) as well as the volume for that same time period. It is also important to note that stocks are adjusted for splits and dividends, which means that values for some stocks will change over time to take these events into account. So if a given stock was $50 on a certain day, and later that stock has a 2-for-1 split, then the price will be adjusted to $25. Indices The data may be identical to stocks (open, high, low, close, volume) but some indices do not have all of this information. Most typically, index data will not have accompanying volume data. In some cases, only the closing price will be available. Mutual Funds Only the closing price will be available, which in the world of mutual funds is known as the Net Asset Value (NAV). There is no volume for mutual funds. Mutual fund distributions are taken into account, so that fund prices are adjusted for these distributions in a similar manner as stocks that are adjusted for splits. Futures/Commodities These markets contain the same price data (open, high, low, and close) and volume data as stocks. They also have one extra eld, known as open interest, which is also charted on the volume portion of the chart. Open interest represents the number of open contracts on a particular market and is shown as a line in Figure 2.4.



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Kd . rd = Kd-lrd Sin ()d COS( d - Kd )

+ (K~z -

(8.2.38)

Ode-2K""'e-i(K;. - K:.)"

'~" e -(K;', +K:: I" = 0, J o (Kd~ r d sin Od)

(Kd~rd sinOd) }

(8.2.39)

i(K~z-K;z)cOS()d 2K"

FIGURE 1-1 This load test utilized water to determine the average stiffness of a series of recycled joists.





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Options The data for these charts is identical to futures; you should note, however, that both options and futures tend to have fairly short life spans (usually just a couple of months), so the graphs tend to look quite different from those for stocks. Forex Here the information is only one data point per time interval, and unlike any of the other instruments, it de nes a relationship of one thing to another. For example, the popular EUR/USD currency pair de nes the ratio of the Eurodollar to the U.S. dollar. Regardless of what you are charting, one other fact to understand is that each bar (or point) represents a speci c segment in time. That segment could be as little as a single minute or as great as a year.

(8.2.40) (8.2.41 )

(K' _ K~ )2]1/2 = Kd-lsinBd sz tZ 2K"

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Let ex be the angle of separation between K: and K: (Fig 822), then Kd = 2K'sin(ex/2) denotes the magnitude of the deviation of the scattering observation direction from the backscattering direction In the backscattering direction, Kd = 0, and it can readily be shown that the cyclical term C 2 is equal to the ladder term 2' For K d 2K", it can be shown that C2 is much less than L 2 Thus the cyclical term C2 exhibits a peak in the backscattering direction with angular width of the order of K" / K' In Fig 82.

3 we plot the bistatic scattering coefficient a(Os, <Ps; Oi, <Pi = 0) = r 247f(Ll + L 2 + C 2 )/(A cos 0d as a function of scattered angle Os' The angle <Ps is chosen to be 180 , and Os is close to Oi so that the scattered direction is in the vicinity of the backscattering direction The incidence angle is 5 It can be seen from Fig 823 that the bistatic scattering coefficient exhibits a sharp peak in the backscattering direction The angular width of the sharp peak is of the order of attenuation rate divided by wavenumber Since the peak arises from the second-order cyclical term, backscattering enhancement is not observable if single scattering is the dominant response In the laboratory-controlled experiment [Kuga and Ishimaru, 1984]' the observed angular width of the backscattering peak is between 01 and 0.

5 , and the measured attenuation rate 2K" is about 50 to 100 times less than the wavenumber K' Hence the angular width is of the order K" / K' and is in agreement with the theoretical prediction despite the simple model of second order scattering of isotropic point scatterers that is used in the analysis in this section..

~ -3

~ (,)

C .~ -6

that length of time. Applying a known, safe load to a historic structure is an excellent method for determining the stiffness characteristics of various materials. This is of special value when evaluating timber structures. It is important to realize that because of the variation in the strength characteristics of timber, a load test of one member of a structure may not be indicative of the true capacity in other areas of the building. For any material, before a load test is undertaken, the engineer must be certain that all lateral bracing and slenderness requirements are satis ed. A preliminary analysis must be performed to ensure that the structure will not be loaded past the elastic limit or further to destruction. The application of strain gages and other instrumentation is highly desirable in monitoring a load test. Through the use of monitoring techniques, testing, measurements, observation, and structural calculations, an accurate interpretation of the structural capability of a historic structure can be presented in a carefully written report.

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