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Advances in Civil Engineering
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2012
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Article
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Tab 1
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Research Article
Optimization of Post-Tensioned Box Girder Bridges with Special Reference to Use of High-Strength Concrete Using AASHTO LRFD Method
Table 1
Design summary.
Span length, ft
Concrete strength, ksi
No. of strands
168
4
850
180
9
850
180
4
910
168
9
800