Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

Register Log in
  • Congratulations waross on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Recent content by SE008

  1. SE008

    Torsion in Beams

    http://www.webcivil.com/thintorsion.aspx
  2. SE008

    Anchor Software

    check: http://www.webcivil.com/rcanchor4.aspx http://www.webcivil.com/anchordowel.aspx
  3. SE008

    Connections for torsion.

    open section under torsion, check http://www.webcivil.com/thintorsion.aspx
  4. SE008

    min. edge distance a bolt

    for bolt to bolt distance as pin supports, the foloowing is from standard drawing of Fluor and Jacobs 175 mm for W14 and more 150 mm for W12 130 mm for W10 100 mm for W8
  5. SE008

    min. edge distance a bolt

    Edge Shear Rupture Strength Brb = 0.75 (0.6).t. 2(e - d - 1/16).Fu
  6. SE008

    min. edge distance a bolt

    edge distance is based on bolt shear capacity
  7. SE008

    CIvil/Structural Engineering Dictionary

    www.WebCivil.com
  8. SE008

    Laterally loaded piles in layered sand - PU curve

    try this: http://www.webcivil.com/lpile3.aspx
  9. SE008

    I-beam in torsion

    try http://www.webcivil.com/thintorsion.aspx
See more

Part and Inventory Search

Back
Top Bottom