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Recent content by Escobales

  1. Escobales

    Lintel Beam Design

    RON, Thanks for your message. You meant that I can calculate the deflection using the standard equations regardless that this section is unsymmetrical and that the load does not passes thru the shear center? Shouldn't I used the principal moments of intertia, Iu & Iv, to calculated this...
  2. Escobales

    Lintel Beam Design

    Hello Fellow Engineers: I am interested in studying homogeneous non-symmetrical sections subjected to torsion. For example, built-up sections, (I-beams), having the bottom flange extended to carry brick. So far, I have studied the modified flexure analogy presented by Salmon & Johnson, 4th...
  3. Escobales

    Lintel Beam Design

    Hello Fellow Engineers: I am interested in studying homogeneous non-symmetrical sections subjected to torsion. For example, built-up sections, (I-beams), having the bottom flange extended to carry brick. So far, I have studied the modified flexure analogy presented by Salmon & Johnson 4th...
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