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 Tek-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  • Users: DrAmmar
  • Order by date
  1. DrAmmar

    Column Strain & Shortening

    I think that the strain should not exceed the elastic limit. So limit your stain to (Maximum Stress in the Column / Young's Modulus for steel). Doing that then you can calculate the shortenening in the column (strain * Length).
  2. DrAmmar

    Explosion Proof Concrete

    I recommend that you check the reference ASCE Report "Design of Blast Resistant Buildings in Petrochemical Facilities". In this Report you will find excellent information on designing of reinfoirced concrete structures against blast loads.
  3. DrAmmar

    Composite Design - Modular Ratios

    Hi You can refer to any book on steel design to see exactly where you had done a mistake! I recommend the book by Jack C. McCormac titled "Structural Steel Design". However note that you should be careful about the concrete section that you should include in the transformed section...
Back
Top