Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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

Search results for query: *

  • Users: Roycronos
  • Content: Threads
  • Order by date
  1. Roycronos

    Table B4.1b - AISC 360-10

    Hello, I need help to calculate a limiting slenderness of the web of a member, specifically in the "CASE 16" of Table B4.1b of AISC 360-10. It is assumed that a Double T-section with simple symmetry should have two possible values ​​"My" (one fiber for the lower end and another value for the...
  2. Roycronos

    Question about Links elements (Sap2000)

    Hello, I need to model a element to have different stiffness values in compresion and tension, but both together I am trying to model a link in SAP 2000 (nonlinear analysis), but I need the links to have different stiffness values in compression and tensile, but both together. I read anothre...
  3. Roycronos

    Frame and Shell Elements !

    Hello! I'm doing a deck of a Bridge, it's of concrete (slab) with steel girders, in Sap2000 I did the Slab with Shell Elements, and the beams with Frame Elements. But after I put every loads and combinations, I need the Forces for the Design of the elements. I was trying to compare the Forces...
  4. Roycronos

    Seismic case for Integral Bridges.

    Hello: I'm looking for a method for the Seismic Design in Integral Bridges, principally I need to calculate the Earth Pressures (Passive and Active I think). The problem that I have is about a iteration, because this case is not completly Passiva either Active, so I don't know how get the real...

Part and Inventory Search