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  • Users: TewitC
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  1. TewitC

    Pile length in analysis model

    Hello Guys. I have a quick question here. I have a question about pile lengths in analysis model in particular. I'm doing the substructure part of a bridge design. For the piles, I'm responsible for determining the reinforcement, but the pile length, anchoring, etc. are handled by a...
  2. TewitC

    [STM] unsymmetrical design forces in strut and tie.

    Hi I'm currently self-studying the strut and tie method. I get the general concepts and they all make sense. But then I started noticing how sensitive the validity of the strut and tie model is. For example: In a very simple strut and tie example I have seen all over the internet (see attached...
  3. TewitC

    Transverse member in Grillage analysis

    Link I started a topic to ask about transverse member property in grillage analysis and how accurate the method is. Please click the link above to see the discussion. Some questions I still have are: 1. What is the difference between the result from plane and downstand grillage? My understanding...
  4. TewitC

    Transverse member in Grillage analysis

    Hi recently there has been a question occured in my mind. When we do grillage model, let's say I girder bridge with cast in-situ deck, we assign the properties of I section plus those of deck slab with its appropriate effective width. For transverse member, we simply assign the property of slab...

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