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I love these little 19th century lenticular footbridges. They are the epitome of lightweight design, still a ready source of inspiration to a modern designer. I'd be pretty certain that this one was designed and built by the firm of Charles D. Young and Co., since it so closely matches the diagram given in their 1850 brochure:
Young's brochure describes the structure as follows:
The principle may be generally described as self-supporting; a strong wrought-iron beam on each side of the pathway, slightly arched, is separated by iron brackets from a tension-bar below, of corresponding strength, and deflected in a curve exactly the reverse of the former. Both of these, namely the beam above and the tension-bar below, join at each extreme, and are securely 'keyed' together; the effect of the principle being that the greater the pressure on the bridge, the firmer it becomes; the intervening brackets so acting as to set off the strain of the one against that of the other.
One great advantage of the Tension over the Suspension Bridge, is its requiring comparatively little mason-work or other outlay for abutments, as it may rest merely on the bank, or a facing composed of either stone or timber.The brochure mentions an example at Hassendean Burn (near Hawick), built in connection with the now-gone Edinburgh and Hawick Railway. It suggests a price for their Tension Bridge of 20 to 25 shillings per linear foot of span, if for pedestrians and horses, or £3 to £6 for carriages and carts.
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I can find nothing to dislike about this bridge, it's a pure delight.
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- Google maps / Bing maps
- RCAHMS
- Scottish Highland Bridges
- Moray SMR
- A short treatise on the system of wire fencing, gates etc. as manufactured by Charles D. Young and Company (C.D. Young, 1850)
- Highland Bridges
(Nelson, 1990)
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