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Over the course of time years, sometimes a mass of owners are accumulated at a relatively similar price level, and this creates a oor of support for the price from which it can move higher With a rounded top, a similar situation takes place, but the price falls below the mass of owners instead of above it What this means is that as the price attempts to move higher again, it will be met with a wall of sellers Figure 920 shows how Terra Industries traded for years just above the $10 level Once the selling began, there was no turning back Even though people were buying the stock, they were doing so at lower and lower prices The desire of the owners between $10 and $12 to get out of the stock and cut their losses was simply too strong.



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required to increase the structural capacity of the bridge to HS15-44 (the designation for a standard highway design and the minimum live load for highways which carry, or may carry, heavy truck traf c). Load sharing between the new radial rib arches and the trusses would be attained by adjusting threaded hangers or suspender rods, which connected the two elements.5 Objections to Mr. Graton s arch solution were based on preservation philosophy, as well as other issues. Because the arches were to be 20 feet deep, they would spring from a point 4 feet below the bottom of the bridge. The visual impact of the partially exposed curved arches was objectionable to many people, particularly the Vermont Agency of Transportation, the Vermont Division of Preservation, and the Town of Windsor. In addition, with the arches placed to the outside of the trusses, the bridge cross-section and end appearance would have to change. Probably the greatest objection was the necessity of raising the bridge 4 feet above its original location so that the arches would avoid the winter ice that forms in the upper Connecticut River. The bridge raising would change the historic relationship of the bridge to grade at both ends. The street in Windsor and the highway in Cornish would have to be elevated, along with several residential structures. The arch supports would also have extended, beyond the protecting envelope of the bridge, to bear against stone masonry and a concrete thrust block. This critical connection would have been subject to wetting by driving rain, high water, and moisture derived from contact with the stone and concrete, as well as ice damage. Protection of the spring point of the arch was a major concern of the opponents of the timber arch retro t.

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Rounded tops are even more potent when the break below the support level begins with a gap down Take the case of Jacuzzi (Figure 921) The support price was about $25 In mid-1998, the stock started its trading day at $20, leaving a $5 gap in price between its last close and its next open This would have been terribly demoralizing to all owners of the stock, and the sell-off was strong Even if the company had a major turnaround later, it would have been dif cult to overcome the wall of stock owners eager to get out of the stock at the best price possible Once a mass of owners has been hit with a loss, you can expect many of them to.

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