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Basket-handle arch

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parallels to DO through the points of division a, b, c. The points where these parallels intersect the horizontal axis AB and the extended vertical axis CO give the centers we need to trace various curves with 3 centers on AB, as shown in the figure. These curves are what we usually call the ancient oval.
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Finally, at the point of intersection n'' of these two lines, a parallel is drawn to the radius Oc, and the points m3, m4 where it intersects the extension of the radius n'm2 and the extension of the vertical axis give the third and fourth centers. The last three centers m5, m6 and m7 are symmetrical
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The following table refers to the drawing of the basket-handle arch with equality of the angles subtended by the parts of the arcs of which it is composed. The proportional values it gives for the first radii are calculated using the half-opening as the unit. The overhang is the ratio of the arrow to
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The intersection of AM and Em determines the boundary m of the first arc. By drawing the line mP parallel to MO through this point m, the points n and P are the two centers we're looking for. The third center n is located at a distance n'O from the axis OE equal to nO. It's enough to study the figure
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This ratio may be one-third, one-quarter, one-fifth, or less, but as soon as it falls below one-fifth, the circular arc should generally be preferred to the basket-handle arch or ellipse. With a larger slope, it's a good idea to have at least five centers, and we've sometimes allowed up to eleven, as
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Sometimes, for example, it was accepted that the various arcs of a circle, of which the curve is composed, must correspond to equal angles at the center; sometimes, these partial arcs were assumed to be of equal length, or again, either the amplitude of the angles or the length of the successive rays
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On the AB axis, starting from point A, we take a length equal to 1.590 m and have the first center m1. A parallel of radius Oa is drawn through this point, and the point n where it meets the chord Aa is the limit of the first arc. From point n, we take a length nm2 equal to 2.514 m, and point m2 is
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Given AB as the opening and OE as the arrow of the vault, from the center O, with OA as the radius, we describe the arc AMF, from which we take the arc AM, equal to one sixth of the circumference, and whose chord is therefore equal to the radius OA. Draw this chord AM and the chord MF, then draw Em
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AB and OE are again the opening and the arrow of the vault, i.e., the long and the short axis of the curve to be traced. We join AE and from point E we take EF' to be equal to OA-OE, then we draw a perpendicular through the middle m of AF' and the points n and P, where this perpendicular meets the
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curve are fixed, without the architect being able to change anything at will. On the other hand, the multi-center curve can be more or less rounded at the base and more or less flattened at the top, depending on the arrangement of the centers, leaving a certain amount to the architect's taste.
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mn, on which we take the lengths Cm and Cn equal to half the radius. By joining mO and nO, we determine points D and E, through which we trace the isosceles triangle DOE, whose base is equal to the height. Once this has been done, we take the line DA, divide it into four equal parts, and draw
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Since the basket-handle arch has been widely used in bridge construction, the procedures proposed for tracing it have multiplied, and the number of centers has increased. The following is a brief description of the most widely used of these procedures.
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The goal was to create perfectly continuous curves with an elegant contour. Due to the indeterminate nature of the problem, certain conditions were arbitrarily imposed on the assumption that they would lead more reliably to the desired result.
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Ob, from point n a parallel to the chord ab, and the point of intersection n' of these two parallels is the limit of the second arc. Then, through point n', we draw a parallel to the chord bc, and through point E, a parallel to the chord cd.
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Moreover, it has always been accepted that a certain ratio should be maintained between the lowering of the arch and the number of centers used to trace the intrados curve, thus lowering being measured, for the basket-handle arch as for the
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It's easy to see how you can use this table to draw a basket-handle arch with any opening at five, seven, or nine centers without doing any research. The only requirement is that the drop is exactly one of those predicted by Mr. Michal.
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For example, we need to draw a curve with seven centers, a 12-meter opening, and a 3-meter slope corresponding to a quarter or twenty-five-hundredth drop. The first and second radii are 6 x 0.265 and 6 x 0.419, or 1.594 and 2.514.
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In a paper published in 1831, Mr. Michal dealt with the question more scientifically and prepared tables containing the data necessary to draw curves with 5, 7, and 9 centers without trial and error and with perfect accuracy.
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Bridge or even up to nineteen for the Signac Bridge. Since one of the centers must always be on the vertical axis, and the others symmetrically arranged in equal numbers to the right and left, the total number is always odd.
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with AB and OE as the major and minor axes, the arcs of this semi-ellipse, contained within the same angles as the arcs of the circle, would have a radius of curvature in their center equal to the radius of the latter.
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Tracing a first approximate curve according to arbitrary data, whose elements were then rectified, using more or less certain formulas, so that they passed exactly through the extremities of the major and minor axes.
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The advantages in terms of layout were undeniable: the layout of full-scale grooves was considered easier and more precise, and the layout of the normals, and thus the segment joints, was immediately on site.
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If AB is the width of the vault to be built, its height (or rise, or spire) being indeterminate, we describe a half-circumference on AB, and through the point C of this, taken on the vertical OC, we draw the
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The ancient architects attached a certain importance to the processes that were used to define the outline of the basket-handle arch. It's easy to understand that these processes can vary
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to see that the three arcs of the circle Am, mEm', m'B that make up the curve correspond to angles at the centers Anm, mPm,' and m'n'B that are equal to each other and all three of 60°.
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For curves with three centers, the following procedure, according to Huyghens, consists in tracing them by making arcs of different radii correspond to equal angles, i.e., angles of 60.
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subtending equal angles, sometimes of arcs of equal length. Since this is not sufficient to determine all the radii, he also assumes that the radii of each arc are equal to the
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Since the conditions that must be met for the problem to cease to be indefinite are partly arbitrary, Mr. Michal proposes that the curves be composed sometimes of arcs of a
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Les Ponts, Monuments historiques : inventaire, description, histoire des ponts et ponts-aqueducs de France protĂ©gĂ©s au titre des monuments historiques
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As the figure shows, the arcs An, nn', n'n'', etc. correspond to equal center angles and da 51° 34' 17" 14. What's more, if we were to construct a semi-
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However, the discontinuity of the layout led to the appearance of unsightly voussoirs, which could not always be removed during restoration work.
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In the case of an ellipse, given the opening of a vault and the height at the center, i.e., the major and minor axes, all the points of the
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of curvature of the ellipse described in the center of these arcs, with the opening as the major axis and the ascent as the minor axis.
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shapes was limited to the number of different radii, whereas for the ellipse, it was equal to half the number of voussoirs plus one.
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variation from its origin to its apex, i.e. from the extremities of the long axis to the apex of the short axis. Also known as a
356:(who wrote his mathematical treatises more than a century before our era) had already defined a simple method for tracing it. 1446: 1134: 509: 501: 880:, dividing it into seven equal parts and tracing the chords Aa, ab, bc, cd, the latter corresponding to a half-division. 566:
As the number of centers increases, the curve becomes closer and closer to the ellipse with the same opening and slope.
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Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur
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Annales des ponts et chaussées. Mémoires et documents relatifs à l'art des constructions et au service de l'ingénieur
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increase according to an arithmetic progression, regardless of the equality of the angles they form between them.
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In the 18th century, the use of basket handle arches was common, often with three centers: the bridges of
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With the same opening and rise, the curve drawn in this way differs very little from the previous one.
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Trace of a three-center cove using the method of Heron of Alexandria (without construction circles)
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A few basket-handle arches remained in the second half of the 19th century and early 20th century:
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Trace of a three-center cove using the method of Heron of Alexandria (with construction circles)
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to each other (smoothly transitioning), and the end ones tangent with supports. For example, a
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The Great Road: The Building of the Baltimore and Ohio, the Nation's First Railroad, 1828–1853
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is greater than half the opening), was not used in bridge construction until the Middle Ages.
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and is still in use today, making it one of the oldest railroad bridges still in service.
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This method can construct curves with five, seven, and nine centers with the same ease.
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major axis and the extension of the minor axis, are the two centers we're looking for.
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After Mr. Michal, the topic was taken up again by Mr. Lerouge, chief engineer of the
470: 398: 202: 198: 105: 1310:(in French). Pierre-Jacques Lerouge. Paris: Carilian-Goeury. 1839. pp. 335–362. 552:
His method of calculation can also be applied to curves with any number of centers.
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With five centers: Annibal Bridge (1868–1870) and Devil's Bridge (1870–1872).
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contains three arc segments with different centers; the other common type is
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For curves with more than three centers, the methods indicated by BĂ©rard,
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However, his calculations are based on the condition that the successive
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of the Baltimore and Ohio railroad as an example of a basket handle arch.
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is to be inscribed, we describe a half-circumference on AB as the
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in the following century are the earliest applications in France.
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the second center. From this point m2, we draw a parallel to the
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bridges were basket-handle arches: Cinq-Mars bridge (1846–1847),
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One basket-handle arch railway bridge in the United States, the
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through point E, the end of the minor axis, parallel to MF.
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The basket-handle arch appeared at the beginning of the
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Ministère des Transports, Direction des routes (1982).
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was allowed to vary according to certain proportions.
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in London (1816–1818) was still basket-handle arches.
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Woodman, Francis; Bloom, Jonathan M. (2003). "Arch".
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Les Grands Ponts Du Monde. Ponts Remarquable d'Europe
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Trace of a seven-center cove using the Michal method.
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Trace of a three-center cove using the Bossut method.
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Trace of a three-center cove using the Huygens method
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Grandes VoĂ»tes : Partie 1 – voĂ»tes inarticulĂ©es
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Plane curve drawn by an odd number of circular arcs.
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Palo Alto, CA: Stanford University Press. 993: 976: 964: 913: 220:(1843–1845), Plessis-les-Tours (1855–1857). 208:In the 19th century, the first major French 96:in OrlĂ©ans - Three-center basket-handle arch 893:concerning the first three m1, m2, and m3. 473:bridge, in proceeding by trial and error. 148:in Paris - Three-center basket-handle arch 1439:10.1093/gao/9781884446054.article.t003657 1348: 1339: 1108: 1096: 1084: 1072: 1060: 1048: 1036: 1024: 1012: 528:Learn how and when to remove this message 1335:(in French). Vol. 2. Paris: Baudry. 539: 433: 409: 367: 335: 292:, but precisely because of this kind of 216:bridge (1846–1848), Morandière bridges: 156:in Toulouse in the 16th century and the 140: 88: 29: 1121:BENJAMIN LATROBE and the THOMAS VIADUCT 14: 1497: 872:If ABCD is the rectangle in which the 189:designed the arches of the bridges of 1474: 1409: 1390: 1371: 1329:Degrand, Eugène; Resal, Jean (1887). 1235: 1233: 1208: 1206: 1181: 1179: 1170: 1166: 1164: 1162: 1149: 1147: 1124: 952: 907: 405: 267:, was constructed in 1833-1835. The 1008: 1006: 1004: 1002: 989: 987: 985: 484: 480: 429: 1456:American Technical Society (1920). 469:, and others consisted, as for the 457:Curves with more than three centers 331: 24: 1481:A Treatise on Masonry Construction 1230: 1203: 1176: 1159: 1144: 943:, p. 395, Basket-Handle Arch. 500:tone or style may not reflect the 179:(1750–1760), Moulins (1756–1764), 25: 1531: 999: 982: 327:Tracing curves with three centers 231:(1824–1831) were elliptical, the 510:guide to writing better articles 489: 397:in the case of the curve of the 1462:Cyclopedia of Civil Engineering 1393:Ponts et Viaducs au xixe siècle 1272: 1257: 1245: 1218: 1191: 1114: 1102: 1090: 1078: 1066: 1054: 941:American Technical Society 1920 1042: 1030: 1018: 13: 1: 928: 283: 271:is now owned and operated by 308:Advantages and disadvantages 205:, which was reduced to 1/4. 7: 1433:. Oxford University Press. 1367:(PDF) (in French). Bagneux. 227:Bridge (1826–1827) and the 100:Since Roman times, bridges 10: 1536: 84: 1510:Piecewise-circular curves 1264:Degrand & Resal (1887 1252:Degrand & Resal (1887 1240:Degrand & Resal (1887 1225:Degrand & Resal (1887 1213:Degrand & Resal (1887 1198:Degrand & Resal (1887 1186:Degrand & Resal (1887 1154:Degrand & Resal (1887 994:Degrand & Resal (1887 583: 580: 577: 69:, which has a continuous 1125:Dilts, James D. (1996). 977:Woodman & Bloom 2003 965:Woodman & Bloom 2003 442:The following method by 49:with the profile of its 1414:(in French). Brissaud. 1395:(in French). Brissaud. 1376:(in French). Brissaud. 1361:Les ponts en maçonnerie 1349:SĂ©journĂ©, Paul (1913). 1340:SĂ©journĂ©, Paul (1913). 1027:, pp. 93, 97, 103) 1410:Prade, Marcel (1990). 1391:Prade, Marcel (1988). 1372:Prade, Marcel (1986). 1320:: CS1 maint: others ( 1295:: CS1 maint: others ( 914: 545: 463:Jean-Rodolphe Perronet 439: 415: 373: 341: 223:In England, while the 187:Jean-Rodolphe Perronet 149: 97: 38: 1483:. J. Wiley & sons 543: 437: 413: 371: 339: 144: 104:have been built with 92: 33: 1477:"Basket-Handle Arch" 1475:Baker, I.O. (1889). 1458:"Basket-Handle Arch" 1332:Ponts en maçonnerie 574: 570:the whole opening. 354:Heron of Alexandria 106:semicircular arches 59:three-centered arch 915:Ponts et ChaussĂ©es 908:The Lerouge method 573: 546: 440: 416: 406:The Huygens method 374: 342: 273:CSX Transportation 150: 98: 43:basket-handle arch 39: 1448:978-1-884446-05-4 1431:Oxford Art Online 1136:978-0-8047-2629-0 862: 861: 538: 537: 530: 504:used on Knowledge 502:encyclopedic tone 481:The Michal method 430:The Bossut method 138:to the supports. 16:(Redirected from 1527: 1491: 1489: 1488: 1471: 1469: 1468: 1452: 1425: 1406: 1387: 1368: 1366: 1354: 1345: 1336: 1325: 1319: 1311: 1300: 1294: 1286: 1267: 1261: 1255: 1249: 1243: 1237: 1228: 1222: 1216: 1210: 1201: 1195: 1189: 1183: 1174: 1168: 1157: 1151: 1142: 1140: 1118: 1112: 1106: 1100: 1094: 1088: 1082: 1076: 1070: 1064: 1058: 1052: 1046: 1040: 1034: 1028: 1022: 1016: 1010: 997: 991: 980: 974: 968: 962: 956: 950: 944: 938: 917: 575: 572: 533: 526: 522: 519: 513: 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Index

Basket arch

Thomas Viaduct
arch
intrados
tangent
ellipse
curvature

George V bridge
vaults
semicircular arches
Middle Ages
segmental arch
pointed arch
rise
Renaissance
tangential

Pont Royal
Pont-Neuf
Pont Royal
Vizille
Gignac
Blois
Orléans
Saumur
Jean-Rodolphe Perronet
Mantes
Nogent

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