Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations TugboatEng 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: *

  1. AidenJJ

    Bearing Capacity of Shallow Foundations

    I understand that the allowable bearing cacity of a shallow foundation is a function of footing width. The ultimate bearing capacity is a function of width since as per the classical bearing capacity equation,, the width of footing comes into the equation. Additionally, the settlement of the...
  2. AidenJJ

    Obtaining bridge stress diagrams in CSI Bridge

    Hi Geoasyon, Thanks for the reply. By discontinuity, I mean jumping along the beam axis and having to right and left values. I read somewhere that by using section cut, I'd be able to get stress at shorter intervals which makes the stress diagram smoother. But the problem is that the section...
  3. AidenJJ

    Obtaining bridge stress diagrams in CSI Bridge

    Hi Everybody, I am modeling a steel girder bridge with cast-in-place concrete deck. I need to get the stress in composite sections. I used Bridge object Response Display. It seems that the stress is only available for beams not for girders (the beam forces represent the forces in the beam only...

Part and Inventory Search

Back
Top