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30 feet adopted allowed angle iron bars bear booms bracing bridge carried cast iron cent centre Company composed compression connecting consists constructed cost cross girders diameter difference drilled edge engineer equal erection expensive feet fixed flange flat floor four given greater ground holes importance inch thick increased kind length less London lower main girders material means MICHIGAN mode NAHR-EL-KELB narrow necessary opening operation owing piece piers piles placed plates platform portion position practical present proportion puddled punched quantities rails Railway regards rest River rivets rolled SCALE sectional area shillings short shown shows side Skerne spans specified square inch staging stand steel strain strength subjected surface swing thick timber tons top and bottom twenty usual varied various Viaduct weight whilst whole width Workmanship wrought iron
Page 97 - Then in broad lustre shall be shown That mighty trench of living stone, And each huge trunk that, from the side, Reclines him o'er the darksome tide, Where Tees, full many a fathom low, Wears with his rage no common foe ; For pebbly bank, nor sand-bed here, Nor clay-mound, checks his fierce career, Condemn'd to mine a channell'd way, O'er solid sheets of marble grey.