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= C sj 8 (1' - rj) 8 (1"

(7.2.13)

(G(r, r'))

If we take V' x V'

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Although there are many tens of thousands of stocks and options that trade in the U.S. equity markets, only a few thousand of them trade in signi cant enough volume to be worthwhile. Although you may nd a chart with a very alluring pattern, be sure to check its average daily volume to ensure you don t get stuck with a security that has too thin a market. The problem with a thin market is twofold: First, there is typically a substantial bid/ask ratio. In other words, for a heavily traded security, you will enjoy a very tight bid/ask ratio. The QQQQ, for example, might trade with a bid of $36.02 and an ask of $36.03, because there are so many people making a market in this security that a penny spread is suf cient. On the other hand, a security that trades just a few thousand shares a day might have a bid of $43.20 and an ask of $45.00. This means that the moment you enter the position, you have a $1.80 per share loss on your hands. The other problem is that you are far more vulnerable to someone gunning for your stop price. As you will read next, having a stop price is crucial for responsible trading. But if a market is extremely thin, it becomes very little trouble for others in the market to push the market either up or down and execute orders based on existing stop prices. You will not experience this kind of problem in actively traded shares. As for what de nes actively traded it is best to trade securities that trade at least a million shares a day, but at a minimum, you should

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(7.2.14)

(G(r, r')) - k 2 (G(r, r'))

On February 14, 1986, we forwarded the following report to the developer of the Montague Building:

l8(r - 1"),

(7.2.15)

n,,G,,{G(r,r')),

It can be recognized that (7.2.14) is the volume integral equations for a half-space Green's function with upper half-space wavenumber k and lower

s;=1

(7.2.16)

3K2 2 2 K = k + D(K)

avoid anything that trades less than 250,000 shares per day unless the chart is so spectacular that it is worth the extra risk.

sj-1

t YSja~jn.Sj87f3Hsjs,

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Based upon our observation on January 25, 1985, February 4, 1986, and several other times, we have performed a design analysis of the existing oor joists which frame the oor structure of the Montague Building. The Montague Building structural system is a three-story timber post and beam structure consisting of 6 6 timber columns, 8 10 beams and 1 5 8 11 5 8 timber joists, 12 inches on center, which span 19 -6 between frames. There is considerable deterioration of the structural system due to roof leaks. A re damaged a portion of the oor system in the basement area in the east end of the building. Utilizing a dead load of 23 psf which includes the addition of one inch of Gypcrete topping, a sprinkler system, and a layer of sheetrock to the underside of the joists, it appears that the oor joists cannot safely support a live load of 50 psf in accordance with the 1978 edition of the NC State Building Code. Allowable live load for the oor joists was computed to be 36 psf. We utilized a modulus of elasticity of 1400 ksi and an allowable bending stress of 1400 psi for repetitive member use in accordance with the tabulated design values for Southern pine as found in the 1982 edition of the National Design Speci cation for Wood Construction. These values were modi ed by the test results of Froehling and Robertson, Inc. report number RM66-079 date February 1985. Froehling and Robertson s geotechnical exploration and materials testing report indicates the following:

sl-1

of incidence angle 0oi. Figure 7.7.5 shows that by using a broad size distribution with P = 6 and Q = 2, one can achieve a reasonable match of the backscattering measurements with a mode radius of ac =O.125 cm.

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