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Mathematical Problems in Engineering
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Mathematical Problems in Engineering
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2015
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Article
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Tab 4
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Research Article
Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders
Table 4
Failure modes and shear capacity of specimens.
Label
Shear capacity
Failure mode
C3F
296.25
A
C3H
288.35
A
C2F
205.40
B
C2H
197.50
B
P3F
244.90
C