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Bridge between Toronto and Hamilton, Ont, consisting of four arch-rib spans, 155 ft, center to center of piers; one westerly approach span, 70 ft long and two easterly approach spans with combined length of 113 ft; main arch rise 56 ft; twin spandrel columns; working stresses; steel guard rails; flumes to drain approaches; timber piling failed. (see also Eng and Contract Rec v 48 n 48 Nov 28 1934 p 1005-12)
Bridge between Toronto and Hamilton, Ont, consisting of four arch-rib spans, 155 ft, center to center of piers; one westerly approach span, 70 ft long and two easterly approach spans with combined length of 113 ft; main arch rise 56 ft; twin spandrel columns; working stresses; steel guard rails; flumes to drain approaches; timber piling failed. (see also Eng and Contract Rec v 48 n 48 Nov 28 1934 p 1005-12)
Design of credit river bridge
Can Engr
Sedgwick, A. (Autor:in)
Canadian Engineer ; 67
1934
4 pages
Aufsatz (Zeitschrift)
Englisch
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