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mal Comparison charting, you may compare only two securities at a time with this function. All you need to do at this point is enter the symbol (Figure 6.31) that should be plotted on the left scale. You do not have to compare similar instruments (such as a stock versus a stock). The two securities can be anything that is otherwise chartable. Before examining the result, let us see what a similar comparison would yield with the normal Comparison function to understand the bene ts of this feature. Figure 6.32 shows a percentage comparison of QQQQ versus the put option. As you can see, the put option is far more volatile (with a range of from minus 55 percent to plus 30 percent in this short



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To find (()l, 1Jl), We equate ki in the two systems of (x,

y, z)

in historic buildings to determine the shear strength of unreinforced masonry buildings for seismic evaluation. Although tabby is not a ductile material, seismic enhancement of tabby structures can be accomplished by increasing the ductility of the total system of walls, oors, and roofs acting together. By tying oor and roof framing to tabby walls while allowing subtle yielding of the joints between the components, the ductility of the total system can be enhanced.

and (Xl, Yl, Zl)

ki . Zl = -

COS()l - cos ()i(Z . Zl)

= sin ()i cos 1Ji(X . Zl) + sin ()i sin 1Ji(Y . Zl)

(2.3.16)

Thus, taking the dot product as indicated in (2.3.16) and using (2.3.7) 1

cos ()iSx}





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time range), whereas the QQQQ only budges a percent or two. It s a somewhat interesting chart only in the respect that it shows how much more volatile an option is than its underlying stock, but you aren t going to learn much more from such a chart. The same comparison done based on price is even less useful (Figure 6.33). The QQQQ is at the very top of the chart, clinging close to the $42.50 price, while the option bounces along at the bottom of the chart in the $1 to $2 range. Because the scale is so distorted, both graphs are rendered virtually meaningless.

(2.3.19)

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Concrete is usually tested by lling 6-inch-diameter by 12-inch-high cylindrical molds with concrete during job placement. These cylinders are allowed to set at the jobsite and are then transported to a testing laboratory to cure for 7 or 28 days. Out of a quantity of ve cylinders, two usually are tested at 7 days, two tested at 28 days, and one held in reserve. The samples are molded in accordance with ASTM C-31 and tested in accordance with ASTM C-39 by breaking them in a hydraulically powered compression machine that records load applied versus deformation. The strength at 28 days is the compressive strength, which is speci ed for concrete. For example: 3000 psi concrete is actually 3000 psi @ 28 days concrete. Obviously, historic tabby cannot be sampled fresh and must be removed by being cut or cored from the structure.

'()''!'

~ 1 = k~i ' Yl = ---r======== + si)(l + si + s~) . { - sin ()i cos 1JiSxSy + sin ()i sin 1Ji (1 + s;) -

Sy cos ()i}

(2.3.20)

We can determine ()l and 1Jl from (2.3.19) and (2.3.20). Besides local zenith and azimuth angles, we also need to make a polarization transformation. However, we know that from the emission point of view, the emission direction is opposite to that of the incident direction, ke = -ki . Thus ki is in direction (7r - ()i, 1Ji) and (7r - ()l, 1Jl) while ke is in direction ((}i,7r+ 1Ji) and ((}l,7r+1Jl). Thus 1.( ()i, 7r + 1>i) = sin 1JiX - cos 1>iY V((}i,7r + 1Ji) = - cos (}i cos 1Jd: - cos (}i sin 1JiY - sin (}i Z 1.1 (()I, 7r + 1JI) = sin 1>IXI - cos 1>I'YI Vl((}l,7r + 1Jl) = - COS(}l COS1JlXl - COS(}l sin1JlYl - sin (}lZl (2.3.21 ) (2.3.22) (2.3.23) (2.3.24)

= hl(()l, 7r + 1Jl) . h(()i, 7r + 1>i) = Vl(()l, 7r + 1>l) . V(()i, 7r + 1>i)

= sin 1Ji sin 1>l (x . Xl) + cos 1Ji cos 1Jl (f; . Yl)

FIGURE 6.34 By using two different y-axis scales, ProphetCharts is able to display two disparate kinds of nancial instruments in a form that is still useful in spite of their different prices.

- sin 1>i cos 1>l (x . Yl) - cos 1>i sin 1>l (Xl' y)

(2.3.25)

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