Buch 
Tracts on vaults and bridges : containing observations on the various forms of vaults; on the taking down and rebuilding London Bridge : and on the principles of arches: illustrated by extensive tables of bridges : also containing the principles of pendent bridges, with reference to the properties of the catenary, applied to the Menai Bridge : and a theoretical investigation of the catenary / Samuel Ware
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4(5

Dunkeld Bridge, Perthshire.(Aberdeen granite.)

c = 48.5 feet, n = 8.1? feet, g = = 164 lbs. f

9581 feet, w' = n 1 ) = n x ) 3.17 X

196.54= a prismatick column of the same materialof one square foot base 623 feet high, and 623 x164 = 102172 lbs. avoirdupois on a superficial foot,which is the limit of weight the bridge is capable ofsustaining at the vertex.

The foregoing bridges are not built with ribs orarcs doubleaux.

WOODEN BRIDGES .

Tete, Picardy.(Fir)

c = 319 feet, w = 3.834 feet, g = = 3 7-5 lbs.

f' = 7680 feet, w' = n (£- -i) = n ~ 2 )

X 23.07 = a prismatick column of the same material,one square foot base 88.45 feet high, and 88.45 x

, QQ 1 >7 *

37.5 = 3317 lbs., and = 1106 lbs. avoirdupois

(7 -*) = w (

40 times lj inches, tu n

14302

112.5

- 2.6) = 40

X 124.5 = 4980 lbs. on a linear foot 1| inches wide and 4980x 8 = 39846 lbs as before on a foot superficial.

* A wooden bridge being generally composed of frames at adistance from each other, equal to twice the width of the frame,.