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. koshimli059

    Displacement in Retaining Walls

    Hello to all, I'd like to know what should be the maximum allowable displacement for a retaining wall and what code is this coming from? Thanks in advance
  2. koshimli059

    Cp values for open structures with arched roof

    Hello to all, I'd like to know what cp values (from what figure or table) should I use for an open structure that has an arched roof. Figure 27.4-3 seems to give me the information I need, except it says it's for enclosed or partially enclosed structures. Thanks in advance.
  3. koshimli059

    ASSIGNING AREA LOADS

    Hello, Does anybody know how should I apply loads to an area that is defined as Membrane? My doubt arises because as I said before I define the area section as Membrane and in the Assign Area Loads Menu, the option for assigning uniform load has 'Shell' in parenthesis. It makes me think it's...
  4. koshimli059

    noob question: how to find ultimate loads?

    Hi, I need to design a steel structure for a school project. How do I find Pu and Mu for the beams and columns using SAP2000? Thanks

Part and Inventory Search

Back
Top