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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 used by the structural engineer to obtain core samples 02 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 Often, 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 purlins, joists, beams, columns, or trusses.

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'Yi b(ks, ki) =

Ias' - 0) 12 D[ Fb(O,

J(Os - Oi)8(cPs - cPi) (k 2 sin Oi cos Oi)

'Yc (k s , k i ) =

Oi)J(cPs - cPi)Jab (2.1.94

where Jab is the Kronecker delta. Similarly, we define the bistatic transmission coefficients to be

FIGURE 5.17 The PSAR indicator is very easy to use: be long if the price is above the PSAR and short if the price is below it.

47rr 2 (Sdb 'Yba(kt , ki ) = A o cos 2 0 a 'O'(S) (2.1.95) where St is the Poynting power density of the transmitted wave. Following the same procedure, we obtain

'Yab(k t , k i ) = ''fc"b (k t , ki ) + 'Yi,,,> (k t , ki )

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The moisture is most readily absorbed through end grain Once the moisture content rises above 20 percent, decay will probably occur Strength-reducing effects of decay and termite infestation commonly occur at support points Repairing these areas of high shear is a challenge to the structural engineer involved in historic preservation The structural engineer evaluating the heavy timber frame of a historic structure should be intimately familiar with the causes and signi cance of checking and the structural considerations The structural engineer evaluating a timber structure should become familiar with the grading rules of the various species of wood that he may encounter A familiarity with timber-grading rules and the strength reduction properties of various natural growth characteristics can be obtained from The Wood Handbook of the US Forest Products Laboratory.

(2.1.96) (2.1.97a) (2.1.97b)

ht N h(O, 0) = [~ (1 -

+ (1 + Rho) COSOt]

cos(cPt - cPi) (2.1.99a)

Vt Nh(O, 0) = [- ~ (1- Rho) COSOi cosOt - (1

. sin(cPt - cPi)

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stop price every day based on the PSAR value, if you were using this indicator devoutly. Take a look at the chart of symbol HANS in Figure 5.18. The activity for most of April had prices moving higher, and the PSAR was below the prices. The last two price bars on the graph, however, have the PSAR above instead of below the prices. The reason is that the second-tolast price bar touched the PSAR dot, ipping this dot s location from beneath the price bar to above it. Until such time as the prices touch a PSAR dot, the PSAR will remain in this bearish position.

+ RhO)]

(2.1.99b)

7 Obviously, the purpose here is not to transform the engineer into a grading-rules expert, but to provide suf cient knowledge so that the engineer is comfortable in assigning a particular grade to the timber framing under consideration in order for the engineer.

ht Nv(O, 0)

[~ (1 + R vo ) + (1 -

R vo ) COSOi COSOt] sin(cPt - cPi) (2.1.99c)

cos(cPt - cPi) (2.1.99d)

Vt Nv(O,O) =

[~ (1 + R vo ) cosOt + (1- R vo ) COSOi ]

(k t , ki) = 47r---

So far in this chapter, the indicators discussed have been overlays. The Moving Average Convergence Divergence (MACD) indicator is an independent study, since it is displayed in its own graph pane instead of being put on top of the price chart. As the name suggests, the MACD is based on moving averages. There are three moving averages involved:

2 2J

7]1/7]

puzzle, which is complicated by cyclic loading, original moisture content, member size, span, species, grade, temperature, humidity and magnitude of stress. Although the concepts of LRFD design are most appropriately applied to timber structures, the vast majority of practicing timber engineers continue to use working stress design (WSD).

= V,

= h,

(2.1.101)

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