A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Results of tests by Kansas Highway Commission; two 54-in. plate girders, 27 ft long with buttwelded flange splices, exhibiting no distress in welds and good stress distribution among component parts up to point of failure.
Results of tests by Kansas Highway Commission; two 54-in. plate girders, 27 ft long with buttwelded flange splices, exhibiting no distress in welds and good stress distribution among component parts up to point of failure.
Arc-welded bridge girders tested to failure
Eng News-Rec
Grover, L. (author)
Engineering News-Record ; 115
1935
3 pages
Article (Journal)
English
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