A platform for research: civil engineering, architecture and urbanism
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Composite design for Bathurst St. Bridge, Toronto
1100-ft. structure under construction comprises 203-ft truss span; two half-through plate girder spans totaling 195 ft., five reinforced-concrete deck spans on concrete bents totaling 141 ft. 8 in., one half-through plate girder span of 46 ft., and reinforced-concrete trough 344 ft. 8 in. long, followed by fill 119 ft. in extent; total length of structure will be nearly 1100 ft.
Composite design for Bathurst St. Bridge, Toronto
1100-ft. structure under construction comprises 203-ft truss span; two half-through plate girder spans totaling 195 ft., five reinforced-concrete deck spans on concrete bents totaling 141 ft. 8 in., one half-through plate girder span of 46 ft., and reinforced-concrete trough 344 ft. 8 in. long, followed by fill 119 ft. in extent; total length of structure will be nearly 1100 ft.
Composite design for Bathurst St. Bridge, Toronto
Contract Rec
1931
2 pages
2 Figs.
Article (Journal)
English
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