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A-i A

6x5,000 = 30,000
FIGURE 25.14 General plans of a typical plate girder bridge: (a) side view; (b) plan; and (c) cross-section (Tachibana and Nakai 1996).

FIGURE 25.15 Fabrication of plate girder piece. Copyright 2005 by CRC Press

Width-to-thickness ratio of flange, b/t

FIGURE 25.16 Local buckling of compression flange.

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