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ing an open risk of a radically different opening price triggering your standing order. Although being somewhat forgiving with how far a retracement will go is a wise idea, you should be careful not to enter an order if the price of the security seems to be clinging to the neckline instead of clearly breaking beneath it (Figure 12.53). The neckline, after all, represents an important level of support. In other words, this price level is a line of equilibrium between bulls and bears, and it needs to be plainly violated to the downside for the bears to be plausibly in control of the price action. If a gap down in price takes place after the neckline has already been violated, that is good news for those who are short the stock (Figure 12.54). But it should also be noted that the chance of a retracement piercing through that price gap is greatly diminished, so those waiting for a retracement to the neckline will probably be disappointed. Instead, the bottom of the price gap should be respected as an important



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(6.3.34)

(w,~)w~!*) ~ E j ( w,~))

Also the incoherent field is (6.3.35) To get incoherent intensity, we subtract the coherent intensity from the intensity. This is done by subtracting (6.3.31) from (6.3.32).





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This point is usually assumed to be at approximately 30 percent When the moisture content is reduced below this point, shrinkage will occur Builders of heavy timber structures usually make allowances for shrinkage in the design of members and connections The amount of shrinkage may be calculated by utilizing tables that give amounts of radial, tangential, and volumetric shrinkage from green to oven-dry moisture content for various species A moisture meter is an important tool for the structural engineer What has been misinterpreted as de ection or settlement in historic structures may be due to the across-the-grain shrinkage of large timber girders that were installed in a green condition and subsequently dried to low moisture content An increment borer can be utilized by the structural engineer to obtain core samples 0.

(ts(r) . l:(r)

s) ==1 n,1n n f ,1n.'

sj=1 s,=1

(gSjS,

(rj,rl)

. [T(SI)(M)*El ( w (l)(M)*) M* (k-) n' 1n'n' rrl 1n 'n'

FIGURE 12.53 A price will sometimes bobble around a neckline before breaking cleanly. It is safest to wait for a clean break.

+ T(s,)(N)* E 1 ( Wm'n' (l)(N)*) n'

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(6.3.36) We shall evaluate (6.3.36) by considering a layer of particles with thickness d. A typical integral in (6.3.36) can be evaluated as follows. The scattered field in the distorted Born approximation is calculated in the far- field to obtain the bistatic scattering coefficient. Substitute in

= M, N)

2 of an inch in diameter, which can be used to determine the species, the number of growth rings per inch, the oven-dried weight, the moisture content, and the speci c gravity of the wood sampled Many times in old, dry buildings with dense wood, the increment borer is ineffective because the wood is too hard to penetrate or the sample crumbles upon extraction In those cases, larger samples can be cut out that, upon testing, will yield more accurate test results Many times, certain parts of a structure will indicate a moisture content that is considerably higher than the equilibrium moisture content determined by the dry bulb temperature and relative humidity Usually, close contact of timber with moisture containing masonry or earth will cause elevated moisture content at the bearing points of timber purling, joists, beams, columns, or trusses The moisture is most readily absorbed through end grain.

(6.3.37)

Ml (gSjSl(1'j,1'l)

-1) E j (w~~(M))

Mrnn(krrj)

. E 1 (w;;:,r:,' ) N rn'n,(krq)

d1'l (gSjS,(1'j - 1'1)

FIGURE 12.54 The gap-down following this neckline break indicated a retracement was probably not going to happen.

-1) /R,l'rje-iK>rle-ik,.rj/k,.r,

(6.3.38)

Once the moisture content rises above 20 percent, decay may occur Strength-reduction effects of decay and termite infestation many times occur at support points Repairing these areas of high shear is a challenge to the structural engineer involved in historic preservation..

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