Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • 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 sedara

  1. sedara

    Moment and Shear force Envelops

    Thank you very much dear Diquan...
  2. sedara

    Defining Support conditions

    HI... I'm modelling composite concrete bridge deck over longitudinal steel I girders. I'm defining deck as Area objects and define Steel I girders in same plane. I move steel beams to bottom of the slab by varing cardinal points and joint offsets. Now I want to add supports at each girder...
  3. sedara

    Moment and Shear force Envelops

    Dear Diquan, I'm little new to sap2000. Can you please explain the procedure little more. Thank you...
  4. sedara

    Moment and Shear force Envelops

    Hi friends, Can we develop Bending moment envelops/shear force envelops with sap2000 directly. If can pls let me know how to do that.. Assming a beam rigidly supported at several places.. Thanks..
  5. sedara

    Beam Difflections

    Thanks alperturan....
  6. sedara

    Beam Difflections

    Thanks Diguan, Will this division of frame affect my structure. That mean will i have to introduce joint restraint at these divided points.
  7. sedara

    Beam Difflections

    Dear Diquan, Do you have any other way to develop beam deflection table.
  8. sedara

    Beam Difflections

    Thanks Diquan for your quick reply. But the problem here is you don't find the "Diflection out put table" in the list. you only find the joint displacement not the deflection along the beam. This was the problem. I still wondering why it was not there. Because it should be there. I tried with...
  9. sedara

    Beam Difflections

    Dear Friends, I need to how How to get difflection of a simply supported beam at given intervals in Sap2000. I actually need generate a table of difflection with horizontal distances. it shows the difflection values actually when you display forces stress.(i.e.DIAGRAMS for FRAMS OBJECT DIALOG...
  10. sedara

    Is this possible with HEC-RAS?

    Thank you francesca...
  11. sedara

    Is this possible with HEC-RAS?

    Thanks RWF7437, Can anyone please give me the capabilities of HEC-RAS. I'm little confused with the capabilities of this software What are the things actualy we can do with this?
  12. sedara

    Is this possible with HEC-RAS?

    Thanks Iha, I'm still learning this HEC-RAS package, I'm little confused with the capabilities of this software although i refered there User manual and Hydrolic reference. What are the things actualy we can do with this? and, if you know please mention what are the other software currently...
  13. sedara

    Is this possible with HEC-RAS?

    Hi.. Everyone, I'm little new to the HEC-RAS and have following question, Two streams connect together and forming one stream. Those two streams starting from two inland water bodies and final stream goes to sea. I know all the cross sections of all streams and starting and ending water...

Part and Inventory Search