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  1. yieldA36

    Shear or Moment connections ???

    Dear Ron thank you for your reply...I think this discussion obviously enrich my design philosophy :)...You told " ...Pinned conditions are conservative in many respects.." and ".....The others have given the basics of frame type selection....." So my question is what are the respects and what...
  2. yieldA36

    Shear or Moment connections ???

    @csd72.....thank you for your reply...But i think i could not clear my question...Before start an analysis i need to define the connection properties...That means at first i have to release the moment at joint or not...As a designer how could i know that or decide...Is there any rules or...
  3. yieldA36

    transmission pole analysis

    MStower.....But i have made some spread sheets personally.You can contact with me. upalbond@yahoo.com
  4. yieldA36

    Shear or Moment connections ???

    Can anyone say that how i can choose a connection in design? Is there any specific way so that i can select a joint (shear or moment) in steel frame design? Thanks in advance :)

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