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  1. g0203447

    Pretensioned Anchor Rods

    For this certain case, I have just seen once when designer wanted to improve friction between base plate and concrete surface only. The post-tension load was 10% of the bolt strength. I think this application is to some extent similar to the use of high strength bolts when we use them to resist...
  2. g0203447

    Handling Large Stiffness Matrix

    I have nor used VB, but with Pascal and/or C, C++, there is a technique to generate somthing similar to dynamic memory or you can use linking list of pointer technique in C/C++ to generate new element in the matrix, this is just another way to manage element in order of the language. I believe...
  3. g0203447

    Progressive Collapse

    My field is steel truss. I would suggest due to progressive failure of member by member, peak displacement must be observed as design criterion. It is normal in my field, not sure that can be applied to moment frame.
  4. g0203447

    WIND LOADS

    Have you tried an estimation of sections used by the conservative and easy-implementing calculation ?

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