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  • Users: asaldana
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  1. asaldana

    P/S Bridge Girders in CONSPAN

    I am analyzing a 2-Girder 90 foot span with train loading. The worst-case beam seems to work as I increase the tendons everywhere except for allowable stresses in the bottom flange from about 0.7L to Midspan. If I allow CONSPAN LA to "Auto Debond" the stress is decreased, but not enough. Any...

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