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Recent content by Transferbeam

  1. Transferbeam

    One Way Shear

    Thank you all very much for your inputs which are really helpful to me.
  2. Transferbeam

    One Way Shear

    Thanks a lot to asixth and BAretired. asixth, I dont understand how you get the 0.331WL shear force distributed to the column strip? if we distribute this shear force in proportion to the negative moment distribution factor, then 75% shear force will be distributed to column strip and 25% shear...
  3. Transferbeam

    One Way Shear

    Hi Folks, I just have a quesiton about designing two-way slab without beam: according to the new Canadian standard CSA23.3-04, the one way shear needs to be distributed to column strip and middle strip in proportion to the moment distribution factor,by doing so apparently the one way shear...
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