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FIGURE 12.14 This break beneath the neckline is very rough, since it took three separate attempts before a true break was in place.

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In the sanctuary, a step separates the sloped oor from the at oor. It is original to the building, and is required to form a closure for the pull down roll-up partition. The 2 12 framing of the at oor can be sloped to match the main oor by removing the oor sheathing, removing the oor joists, cutting down brick piers and adjusting bearing conditions of beams and joists. The existing 2 12s can be reinstalled. The existing oor sheathing can be re-installed, supplementing the existing with new to replace the damaged. Care should be taken not to damage the sheathings and joists to be reused. Alternately, it should be possible to cut the boundary of the oor so that the at oor can be dropped in one piece to match the slope of the main oor. Piers would need to be cut down, temporary support jacks added, and the mechanical ducts would need to be removed during construction. The crawl space height of 46 inches would be reduced by approximately 13 inches in the chancel area. This solution would require pier work to occur in the crawl space with its limited headroom.





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Figure 6.1.8 Effective loss tangent 2KdK r as a function of ka for Es = (3.2375 + W.18)E o and f = 0.1 and 0.2.

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will shake out the weak hands trading the stock, since there is no clear direction. Once the price fell under the neckline a third time, the bears maintained control. As the arrow in Figure 12.15 shows, the third break under the neckline led to a signi cant decline in price, which was then followed by a retracement that took many months to complete. Those following this stock who kept the original neckline on their chart would have recognized that, nally, a clean retracement was being offered. The AMD stock was offering a second chance to those who wanted to take a bearish position, and those who did pro ted well from it, since the stock subsequently fell much harder. Breaks beneath necklines can be imperfect, and retracements are all a little different. Experience as a chartist and a trader will give you the con dence required to make a sober judgment of the likely direction of a stock based on its behavior toward the neckline. After all, if a price ascends above the neckline and just keeps going higher, it should not take you long to decide that the H&S pattern no longer has any

Fortunately, we were able to convince the general contractor that the oor could be separated from its supports, and the supporting conditions modi ed in such a way, that with very little effort, the existing oor structure could be reused It helped that the crawl space had suf cient headroom and that the perimeter-wall baseboards were easily removed prior to jacking the oor Incorporating the Sunday School annex into the sanctuary increased the square footage by 75 percent Existing oor joists that were embedded in the pockets in the exterior brick wall had to be cut along the face of the wall so that a double pressure-treated nailer could be inserted as support for the joists Joist hangers were supplied to reattach the joists to the nailer, which was bolted to the brick masonry wall.

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Figure 6.1.11 Normalized phase velocity k/Kr as a function of ka = 0.5. The QCA-PY and QCA-HC results are compared.

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= 3.24 0

....--------..

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Figure 6.1.12 Effective loss tangent 2Ki / K r as a function of f for The QCA-PY and QCA-HC results are compared.

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