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  1. trungce

    Check CSICol's result

    @techiestruc Thank you! :)
  2. trungce

    Check CSICol's result

    @ techiestruc Thank you! I thought we only show the angle recommended by software :D How did you find the 36 deg result? Assumed that I only use CsiCol without hand calculations. I want to check all load cases in the diagram.
  3. trungce

    Check CSICol's result

    Hi everyone, My colleague asked me about his problem. He's checked the load bearing capacity of 400x400mm R.C Column by CSICol 9.0.0. The capacity ratio of some combinations are not ok but the interaction diagram not show the same result. Anyone can give us a hand? Why re they not same? Pls...
  4. trungce

    Deflection of a cantilevered slab in the long run //Tricalc

    @ avscorreia Thank you for your notes. I will give you feedbacks if any. Nice day!!!
  5. trungce

    Deflection of a cantilevered slab in the long run //Tricalc

    @avscorreia Thank you for your spreadsheet very much. I also calculated the long-term deflection of the beam according to the guidelines stated in (EC) Reinforced_concrete_design_to_eurocode_2_ed_2007 (Bill Mosley, John Bungey and Ray Hulse.) Item 6.3 page 136 I wanted to compare the results...

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