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  • Users: Techfrendz
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  1. Techfrendz

    Warping constant for RHS sections

    Hi, Could you please let me know, how to calculate the "Warping constant" for RHS sections? Regards, Mugundan
  2. Techfrendz

    Torsion on RHS sections

    Hi, I have an edge beam with RHS section which is subjected to eccentric loading which creates torsion on the member. Is there any limit (According to EC) on the length of the members so that the LTB can be discounted? Or is there any limit on the h/b ratios? Thanks in advance Mugundan.
  3. Techfrendz

    Shear center for I section with base plate

    Hi, How to estimate the position of shear center for an sym I beam with base plate welded to the bottom of flange? Regards, Mukund.
  4. Techfrendz

    Torsional constant for I beam with base plate

    Hi, How to estimate torsional constant for a I section with a base plate at the bottom flange? Can I simply add the torsional constant of the plate tb^3/3 to the torsional constant of the I section? Or DO I need to consider the thickness of bottom flange = thickness of bottom flange of I section...

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