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Reconstruction of Attock Bridge over Indus
Original bridge had length of 1412 ft between abutments; girders made of 30-ton steel, supported on steel trestle piers; plan adopted was to convert each of existing 257-ft spans into pair of continuous girder spans, by establishing new pier under each at midlength; main spans were replaced by new girders 304 ft long between bearings. See also Engineering Index 1931 p 172.
Reconstruction of Attock Bridge over Indus
Original bridge had length of 1412 ft between abutments; girders made of 30-ton steel, supported on steel trestle piers; plan adopted was to convert each of existing 257-ft spans into pair of continuous girder spans, by establishing new pier under each at midlength; main spans were replaced by new girders 304 ft long between bearings. See also Engineering Index 1931 p 172.
Reconstruction of Attock Bridge over Indus
Engineering
Engineering ; 133
1932
3 pages
2 Supp plates
Aufsatz (Zeitschrift)
Englisch
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