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  1. 200304123

    Help needed in modeling a horizontally curved bridge by STAAD.Pro2004

    by 'don't know how to do it when the beam is curved' I mean i don't know how to calculate it by hand.I can do it by STAAD.Pro.
  2. 200304123

    Torsional moment in design- maximum or minimum?

    I need to know if torsion is the design criteria then which value of torsion is to take?maximum or minimum?please tell me and help.It will be better if any one can give me expanation.
  3. 200304123

    Help needed in modeling a horizontally curved bridge by STAAD.Pro2004

    thanks Thomas. I have tried for straight beam both by hand and software,both give the same result.But I don't know how to do it when the beam is curved.
  4. 200304123

    Help needed in modeling a horizontally curved bridge by STAAD.Pro2004

    I have read some ASCE journals.But i need to know that can I do only the analysis by STAAD.Pro?Is there any way to do this?
  5. 200304123

    Help needed in modeling a horizontally curved bridge by STAAD.Pro2004

    thanks Qshake. But please tell me an easy way to analyze a curved beam only by any available software.
  6. 200304123

    Help needed in modeling a horizontally curved bridge by STAAD.Pro2004

    I am trying to model a horizontally curved bridge by STAAD.Pro2004. How do i create this model? I tried creating rectangular concrete beam and then analyze it.But I am not sure is this OK or not.So I need help.If any one can give me any worked out example it will be better.Then I can point out...

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