• ×   You have pasted content with formatting.   Remove formatting

      Only 75 emoticons maximum are allowed.

    ×   Your link has been automatically embedded.   Display as a link instead

    ×   Your previous content has been restored.   Clear editor

  • Similar Content

    • By groszni awesome
      hello sepakistan
      does anybody have an worked example/design guide on how to design an achorage of steel beam to concrete column?
    • By groszni awesome
      im designing a steel beam. The nominal shear is already meets the requirement which is larger than the required shear force (Vi*Vn > Vu). But my senior engineer said that i have to design an additional stiffener to resist the force when it comes to erection later. How do i design this transverse stiffener considering there nomore shear to resist? is there any provision on AISC about minimum spacing and the thickness of plate required? thanks

    • By Rizwan Khurram
      Dear All,
       Can any one tell me how to model surge  girder of 18 m span in sap or any other relevant software.