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Load testing a historic structure may be the only reasonable way to justify conditions or materials that are dif cult to analyze. In designing a load test, the engineer must call for the application of realistic loads carefully applied. Great care should be taken before applying twice the design live load, as required by many building codes, to a historic structure. For timber structures, it may be



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Figure 6.3,7 Backscattering coefficient ahh in dB of QCA <l,~ a function of frequency. The permittivity of the particles is f s = (3.2 + iO.OOl)fo. The layer thickness is d = 10 cm and incident angle is 30 . The cases of identical sizes of a = 0.035 CIll and Rayleigh size distribution with (a) = 0.035 CIll are compared.





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By far the most popular and easiest to interpret Fibonacci study is the retracement. The retracement study is performed by drawing a line between two extreme points on a graph (a signi cant high point and low point) which then creates the drawing of a series of horizontal lines set at key Fibonacci ratios (23.6%, 38.2%, 50%, 61.8% and 100%). These ratios represent a certain proportion of the vertical distance between the extreme high and low you have identi ed. The impact of these levels on a nancial chart can be profound, since they represent signi cant areas of support and resistance. In many instances, you will see a stock price bounce off these lines until it penetrates one of them, only to behave the same way with the next line. The predictive power of retracements is that you can anticipate levels of support and resistance where prices will tend to cling. To draw a retracement, you need to use the Fibonacci retracement tool in the toolbar. All four Fibonacci tools are located at the right side of the toolbar (Figure 13.1). They are, in order, the Retracement, Time Zones,

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We next apply the dense media QCA-PY-Mie theory to compare with extinction measurements of dry snow. Hallikanen et al. [1987] measured the extinction behavior of different types of dry snow at four frequencies: 18 GHz, 35 GHz, 60 GHz, and 90 GHz. Thus, it is important to match the data for a sample over the entire frequency range with one set of physical parameters. In snow, the standard deviation of grain size radius can be several times larger than the mode radius, showing that snow has a broad grain size distribution. The maximum grain diameter is between 3 mm to 4 mm. The number ratio of large grains to grains with mean size is in the range of 1 to several hundred. In the following, we shall compare the snow data with ground truth of mean grain diameter = 1 mm and snow density = 0.385 gj cc. This corresponds to a fractional volume of 0.423. The reported measurements of extinc-

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Figure 6.3.8 The ice grain size histogram in snow in number per c.c. as a function of grain diameter. The histogram is used for QCA-PY-Mie theory. There are 15 sizes, with mean grain radius of 0.0479 cm and fractional volume of 0.4134.

unrealistic to apply full live load plus an increase for a period such as 24 or 48 hours, when the structure actually will never reach that service loading for that length of time. Applying a known, safe load to a historic structure is an excellent method to determine the stiffness characteristics of various materials. This is of special value when evaluating timber structures. It is important to realize that because of the variation in the strength characteristics of timber, a load test of one member of a structure may not be indicative of the true capacity in other areas of the building. For any material, before a load test is undertaken, the engineer must be certain that all lateral bracing and slenderness requirements are satis ed. A preliminary analysis must be performed to ensure that the structure will not be loaded past the elastic limit or further to destruction. The application of strain gages and other instrumentation is highly desirable in monitoring a load test. Through the use of monitoring techniques, testing, measurements, observation, and structural calculations, an accurate interpretation of the structural capability of a historic structure can be presented in a carefully written report.

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