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The capacities of the members, and of the spliced connections were evaluated using the forces obtained from the computer program. We did not visually identify the species of wood used in the constructions of this bridge, other than to tentatively identify it as dense red oak for lattice sticks and southern pine for 1400 chords. We assumed conservative design values of E 1500 ksi, Fb psi, Ft 1100 psi, and Fc 1700 psi (parallel) for this evaluation. The computer analysis indicated that the critical areas of the truss were at the splices in the bottom chord and at the second brace. We computed tension forces for net cross-sectional areas not containing a splice as well as sections assumed to contain two splice joints in the critical bottom chord.



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FIGURE 9.7 Monsanto Corporation (symbol MON) lost about half its value following this fall beneath support.

dr'PS Gg(r, r') . ~eff(r', r") . (F(r")) (4.3.11)

(4.3.12)

(4.3.13)

is the sPEerically symmetric correlation function of ~(r). The Fourier transform of ~eff(r) can be readily determined from (4.3.12).

tffCk) =

d:fe-ik'Tk,; PS Gg(r)R~(lrl)

(4.3.14)

At very low frequencies, the scattering attenuation rate can be neglected and the effective permittivity is given by Eg , which obeys the equation from (4.3.9) and (4.3.10):





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The preliminary structural analysis did not include a detailed analysis of the connections. The truss and oor beams were adequately sized to support uniform loads imposed by pedestrian traf c as well as an H15 vehicular loading for a one-lane bridge. De ection under these loads was computed to be less than one-half of an inch across the full span. The support of the bridge by the abutments was close to the second post location. This support condition reduced the overall stresses in the truss by reducing the span but overstressed the second diagonal somewhat under the design loads.

I ~(r) \ E r)

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which number on an astronomical scale, the index performs in a stunningly orderly and systematic fashion. Looking at another, broader index the S&P 500 we can see similar fascinating phenomena (Figure 13.20). The arrows show how the highest and lowest fan lines constrict the price movement. Keep in mind the graph is showing a period of more than 70 years. The price reverses on various fan lines in many instances, and the two rectangles that are drawn here highlight two multi-decade years where the prices were bound between two fan lines. Looking at a speci c portion of this index (from the year 1954 to 1985) we can see a neat, tidy progression of tilted rectangles (Figure 13.21). The rectangles move slightly down each time since this period of market history included several vicious bear markets, including the infamous 1973 1974 bear market. Even when prices made extreme moves, pushing

(4.3.15)

We shall show that Eg , as given by (4.3.15), when applied to a dielectric mixture, is identical to that of the mixing formula of Polder and van Santern [1946]. Suppose there are n constituents in the mixture with Ep and fp (p = 1,2,3,4, ... , n) as the permittivity and the fractional volume, respectively,

t [1 p=] 3(9

(4.3.18a)

1 -=2::

(4.3.18b)

Next, we rearrange terms in (4.3.17)

In 1987, we pronounced the Bunker Hill Covered Bridge to be in good condition. The tin roof did not leak. Roof rafters, truss members, oor beams, oor decking, and lateral cross-bracing were generally in good to excellent condition. Some posts and braces contained unusual holes and notches, which may have been misdrilled holes or notches made by vandals. Although the concrete and stone abutments that were repaired or rebuilt by the Department of Transportation were not an authentic restoration, the structural condition of the abutments appeared good. Although the abutments are well constructed, back ll on the sides of the abutments and at the ends of the bridge constituted a decay problem to the wood in close contact with soil or concrete. A concrete swale use to divert runoff around the sides of the abutments was located too close to the siding. The ends

Ep 1'1)

FIGURE 13.20 The arrows here indicate extreme levels of support and resistance during this multi-decade movement of the S&P 500, with the rectangles showing just a couple of the bounded areas.

(4.3.19)

1'9 -

(4.3.20)

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