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Plans offered for the Construction of

BLACK-Friars Bridge.

In Three Letters, to the Printer of the GAZETTEER.



Dec. 1, 1759. THE Plans which have been offered by dif

1 ferent architects, of different reputation and abilities, for the Construction of the Bridge intended to be built at Black-Friars, are, by the rejection of the greater part, now reduced to a small number ; in which small number three are supposed to be much superior to the rest; so that only three architects are now properly competitors for the honour of this great employment; by two of whom are proposed femicircular and by the other elliptical arches. · The question is, therefore, whether an elliptical or femicircular arch is to be preferred ? '

The first excellence of a bridge built for commerce over a large river, is strength; for a bridge which cannot stand, however beautiful, will boast its beauty but a little while; the stronger arch is therefore to be preferred, and much more to be



preferred, if with greater strength it has greater beauty.

Those who are acquainted with the mathematical principles of architecture, are not many; and yet fewer are they who will, upon any single occasion, endure any laborious stretch of thought, or harass their minds with unaccustomed investigations. We shall therefore attempt to flew the weakness of the elliptical arch, by arguments which appeal fimply to common reason, and which will yet stand the test of geometrical examination.

All arches have a certain degree of weakness. No hollow building can be equally strong with a solid mass, of which every upper part presses perpendicularly upon the lower. Any weight laid upon the top of an arch, has a tendency to force that top into the vacuity below; and the arch thus loaded on the top, ftands only because the stones that form it, being wider in the upper than in the lower parts, that part that fills a wider space cannot fall through a space less wide ; but the force which laid upon a flat would press directly downwards, is dispersed each way in a lateral direction, as the parts of a beam are pushed out to the right and left by a wedge driven between them. In proportion as the stones are wider at the top than at the bottom, they can less eafily be forced downwards, and as their lateral surfaces tend more from the centre to each fide, to so much more is the pressure directed laterally towards the piers, and so much less perpendicularly towards the vacuity.

Upon this plain principle the semicircular arch may be demonstrated to excel in strength the ellip

tical arch, which approaching nearer to a strait line, must be constructed with stones, whose diminution downwards is very little, and of which the pressure is almost perpendicular.

It has yet been sometimes afferted by hardy ignorance, that the elliptical arch is stronger than the semicircular; or in other terms, that any mafs is more strongly supported the less it rests upon the supporters. If the elliptical arch be equally strong with the semicircular, that is, if an arch, by approaching to a strait line, loses none of its stability, it will follow, that all arcuation is useless, and that the bridge may at last, without any inconvenience, confift of stone laid in strait lines from pillar to pillar. But if a strait line will bear no weight, which is evident at the first view, it is plain likewise, that an ellipfis will bear very little; and that as the arch is more curved, its strength is increased.

Having thus evinced the superior strength of the femicircular arch, we have sufficiently proved, that it ought to be preferred; but to leave no objection unprevented, we think it proper likewise to observe, that the elliptical arch must always appear to want elevation and dignity; and that if beauty be to be determined by fuffrages, the elliptical arch will have little to boast, fince the only bridge of that kind has now stood two hundred years without imitation.

If in opposition to these arguments, and in defiance at once of right reason and general authority, the elliptical arch should at last be chosen, what will the world believe, than that soine other motive than reafon influenced the determination ? And some degree of partiality cannot but be suspected by him, who has


been told that one of the judges appointed to decide this question, is Mr. M- y, who having by ignorance or thoughtlessness, already preferred the elliptical arch, will probably think himself obliged to maintain his own judgment, though his opinion will avail but little with the publick, when it is known that Mr. s-p1-n declares it to be false.

He that in the list of the committee chosen for the fuperintendency of the bridge, reads niany of the most illustrious names of this great city, will hope that the greater number will have more reverence for the opinion of pofterity, than to disgrace themselves, and the metropolis of the kingdom, in compliance with any man, who, instead of voting, aspires to dictate, perhaps without any claim to such fuperiority, either by greatness of birth, dignity of employment, extent of knowledge, or largeness of fortune.


Dec. 8, 1759. IN questions of general concern, there is no law

of government, or rule of decency, that forbids open examination and publick discussion. I shall therefore not betray, by a mean apology, that right which no man has power, and, I suppose, no wise man has desire to refuse me; but shall consider the Letter published by you last Friday, in defence of Mr. M-'s design for a new bridge.

Mr. M- proposes elliptical arches. It has been objected that elliptical arches are weak, and therefore improper for a bridge of commerce, in a country where greater weights are ordinarily carried


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by land than perhaps in any other part of the world. That there is an elliptical bridge at Florence is allowed, but the objectors maintain, that its stability is so much doubted, that carts are not permitted to pass over it.

To this no answer is made, but that it was built for coaches; and if it had been built for carts, it would have been made stronger: thus all the controvertists agree, that the bridge is too weak for carts, and it is of little importance, whether carts are prohia bited because the bridge is weak, or whether the architect, knowing that carts were prohibited, voluntarily constructed a weak bridge. The instability of the elliptical arch has been fufficiently proved by argument, and Ammanuti's attempt has proved it by example.

The iron rail, whether gilt or varnished, appears to me unworthy of debate. I suppose every judicious eye will discern it to be minute and trifling, equally unfit to make a part of a great design, whatever be its colour. I shall only observe how little the writer understands his own positions, when he recommends it to bę cast in whole pieces from pier to pier. That iron forged is stronger than iron caft, every smith can inform him; and if it be cast in large pieces, the fracture of a single bar must be repaired by a new piece.

The abrupt rise, which is feared from firm circular arches, may be easily prevented, by a little extension of the abutment at each end, which will take away the objection, and add almost nothing to the expence.

The whole of the argument in favour of Mr. Mis only that there is an elliptical bridge at Florence, and an iron balustrade at Rome; the bridge is owned to be weak, and the iron balustrade we consider as mean;



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