Research Article
Dec 1974
Hardinge Bridge Span Repair
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VIEW THE REPLYAuthors: Amitabha Ghoshal, Jagadish C. Ganguly, Himangsu K. Banerjee, and Mahesh P. Kapoor, AM.ASCEAuthor Affiliations
Publication: Journal of the Construction Division
Volume 100, Issue 4
Abstract
The bottom chords and diagonal members of one of the 345-ft (105 m.) Petit type riveted through spans of Hardinge bridge were damaged by explosion during the war in 1971. As a result the span was out of shape and also was unfit for use. The span was repaired by temporarily securing the damaged truss from adjacent spans with the help of pin-connected link members. The damaged truss was jacked up from two steel barges specially strengthened from the purpose and the load was applied by pumping out water from (built-in) compartments in the barges. The job was of a challenging nature considering the unfavorable river condition and the short time available for restoration work. A computerized analysis of the damaged span was carried out to establish the stress condition of the various members of the damaged span.
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Information
Published In
Journal of the Construction Division
Volume 100 • Issue 4 • December 1974
Pages: 631 - 646
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Dec 1974
Published online: Feb 11, 2021
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Authors
Affiliations
Amitabha Ghoshal
Sr. Engr., Braithwaite Burn & Jessop Construction Co. Ltd., Calcutta, India
Jagadish C. Ganguly
Chf. Engr., Bridges and Structurals, Braithwaite Burn & Jessop Construction Co. Ltd., Calcutta, India
Himangsu K. Banerjee
Chf. Engr., Construction, Eastern Railway, Calcutta, India
Mahesh P. Kapoor, AM.ASCE
Assoc. Prof. in Civ. Engrg., Indian Inst. of Tech., Kanpur, India
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