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 cowski 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 INGERT

  1. INGERT

    ONE SPAN STEEL GIRDEN DESIGN

    AASHTO SECTION 6. 1 0. 7. 1 . 2—Nominal Flexural Resistance is Mn=Mp, or Mn is funtion of Mp. But, the question is, In a steel bridge girder with composite section, that satisfy the requirements wrote for compact sections and belongs to a SINGLE SPAN (sIMPLY SUPPORTED), must I to use those...
  2. INGERT

    HORIZONTALLY CURVED STEEL BRIDGE

    U-TRAP is an steel tube Trapezoidal OPEN section; with two top flanges and bracing between them.
  3. INGERT

    HORIZONTALLY CURVED STEEL BRIDGE

    Can someone help me with This problem ?. I designed a curved steel bridge with two U-trap twin steel sections . This is a single span bridge is 40m (~ 120ft ); deck width ~ 10.4m (~ 34ft ); Rad cl = 75.0m [ 246ft ] the construction will be shored composite . The contractor made ​​the shop...
See more

Part and Inventory Search

Back
Top