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Only through specialized knowledge and experience can structural engineers make the necessary judgments needed to properly evaluate historic timber structures. The engineer must be convinced that the structural model in the computer is an accurate representation of actual conditions. Once that is clear, the application of rigorous analysis, testing, and engineering judgment may be necessary to explain why the historic timber structure in question has performed adequately for many years.

(6.4.37) (6.4.38)

r21r Pvh((),()') = Jo d</JPVll((), ;a',</J' = 0)

d PHv(a, ; a', ' = 0) 21r d PHH(a, ;()', '

(6.4.39)



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Finally, ProphetCharts provides a menu bar at the top of the applet (Figure 14.16), which gives the product much more of a software-style interface, since most products people use daily have a similar menu set. Having functions available via the menu system provides several advantages it organizes the functions in a cleaner fashion, it provides more comprehensive access to all the functions, and it makes the interface easier to use since any computer user is comfortable using menus. Those are the general differences between the two systems. Now let s examine a more detailed overview of these differences. Each of these subjects describes the feature in brief on ProphetCharts, the feature in JavaCharts (if available), and the chapter in this book where you can get more information about that particular function.

(6.4.40)

= 0)

da sin () (Pvv ((), a')

+ Phv (a, a'))

dB sin B(Pvh (a, 0')





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Simpli ed Engineering*

+ Phh (0, a'))

(6.4.41)

which is independent of angle ()' and polarization. The absorption coefficient K,a is as given in (6.4.15) and is also independent of angle and polarization. The extinction coefficient is

(6.4.42)

Stock Symbol Lookup: Similar on both systems. For JavaCharts, click the word Symbol next to the symbol entry box and choose Look Up Symbol from the menu that appears. For ProphetCharts, choose the Symbol Search item from the Symbols menu. ( 2) Tool Tips: Exclusive to ProphetCharts. Mousing-over almost any object in ProphetCharts will yield helpful tool tips automatically. ( 1)

(6.4.43)

K = K'

(6.4.44)

where "'e is as given by (6.4.42) and /{' is as calculated by the solutions of (6.3.16) and (6.3.17). We usc (6.4.42) and (6.4.44) to calculate the scattering coefficient rather than relying on the generalized Lorentz-Lorenz law of (6.3.16) and (6.3.17). As commented previously, this is done to avoid numerical accuracy problem in the determination of K" for sticky particle pair functions. Thus we have cosB dIv ( ) = - "'e1v (B, z) dz B, z

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he eld of structural engineering has grown more complex as we begin the twenty- rst century. The profession of structural engineering evolved from principles rst developed in the 1840s by American pioneers such as Squire Whipple (1804 1888) and Herman Haupt (1817 1905). These men were among the rst to publish engineering pamphlets and textbooks based on rational mathematical or graphical analysis of simple structures. At that time, the unparalleled growth of the railroads required that reliable methods of analysis be invented for bridge construction. In the last few years, events and certain attitudes have combined to produce a highly complicated world for practicing engineers. Methods of analysis have grown more complex. For many years, the fundamental principles necessary for the design of simple structures did not change. Now, advances in computer technology, applications, and usage, stronger materials, composite and orthotropic materials, and plastic or load [resistance] factor design applications have changed the ways buildings and bridges are designed. Other requirements, such as continuing education, peer review, and changes in registration laws are thrust upon the engineer in an effort to obtain more accountability.

{7r smB , + "'aCT +'/0 dB ,. , [Pvv (B, B') Iv(B, z)

(6.4.45)

+ Pvh( e, e')h(e', z)]

cOSB~t (B, z) =

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