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  • Users: schvetz
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  1. schvetz

    Anchor shear reinforcement for bearing pedestal

    Hello, I am designing a concrete plinth/pedestal for a bridge guided bearing which will only take shear forces. I am trying to design the reinforcement with a Strut and Tie model based on the fairly recent Eurocode 2 Part 4 (EN1992-4), as well as guidance from the ACI318 standard and an article...
  2. schvetz

    High horizontal reactions in pot bearings on a skewed multi girder deck bridge

    Hi all, I am currently assessing an existing composite steel girder-concrete deck bridge due to anticipated ground movements causing the abutments to tilt inwards. The bridge has a span of approximately 39m and a skew of approximately 34 degrees - a fairly standard bridge. East end is the...
  3. schvetz

    masonry building problems

    Hey everyone, I am currently working on my master's degree thesis model of a masonry building with concrete slabs (portuguese "placa" building) so the slabs could be modeled as diaphragms, even though I decided to use thick shells to model it because of the different dead load cases. My problem...

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