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  • Users: robkor
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  1. robkor

    Box girder - effects of horizontal tendon eccentricity

    I'm designing a 4-span (30m+2*38m+30m) post-tensioned bridge – box girder, which shall be constructed span by span. The thickness of webs is 40cm (midspan) and 60cm (above supports +/-7.0m). I want to have a HORIZONTAL tendon profile as simple as possible (only few horizontal deviations...

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