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  1. K

    what does a two legged stirrup looks like?

    is an enclosed 1 bar stirrup treated as U type, 2 legged stirrup?
  2. K

    what does a two legged stirrup looks like?

    thx
  3. K

    what does a two legged stirrup looks like?

    what does a two legged stirrup looks like? how bout a single legged stirrup? 6 ? and 3?
  4. K

    how do you design your reinforced column load? DEFINE CRITICAL LOAD FOR RCC. THX

    assuming that the column in question is subjected to varieties of load combinations. 1. What design loads do you apply? is it, the worst possible(largest Pu, Mux, Muy)? 2. Largest Mux? 3. Largest Muy? 4. Largest Pu? 5. Biggest defletion? 6. Biggest Shear(whenever there is earthquake load?)...
  5. K

    how do you design your reinforeced concrete beam?

    assuming that the column in question is subjected to varieties of load combinations. 1. What design loads do you apply? is it, the worst possible(largest Pu, Mux, Muy)? 2. Largest Mux? 3. Largest Muy? 4. Largest Pu? 5. Biggest defletion? 6. Biggest Shear(whenever there is earthquake load?)...
  6. K

    How does staad design columns? Why does it chooses low values of pu, muz and mux?

    i'll try that
  7. K

    How does staad design columns? Why does it chooses low values of pu, muz and mux?

    I have one question with regards with staad. Staad takes into account series of combination load, takes the most critical and uses it in design. What makes my model so bugling is that its taking into account less design loads then comes up with over designed columns. Perhaps if you try...
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