Voussoir Arches Applied to Stone Bridges, Tunnels, Domes and Groined Arches

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D. Van Nostrand, 1879 - 196 páginas

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Página 140 - X 1.8 = 116.64 32.4 155.52 97.2 272.16 272.16-^97.2 = 2. 80 feet, which is the distance of the center of gravity of the trapezoid from the rear face of the wall. The pressure of the earth on the rear wall, as stated above, is very uncertain; a value for it has already been computed (in the example in section 225) as 5,400 pounds. This value is probably excessive, except under the most unfavorable conditions. The point of application of...
Página 125 - The thickness of an underground arch at the crown may be made less than at the sides in the ratio b' a' : but the more common practice is to make it uniform.
Página 166 - ... has, however, essayed to do so — with what success, the following will show. He says: "The consideration of this principle does not belong to Elementary Geometry, and is entirely beyond our author's grasp. The statement of the law involved in such cases is, The volume of a...
Página 135 - In central curves the rectangles under the segments of secants are as the squares of the diameters to which they are parallel.

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