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Recent content by siddhams

  1. siddhams

    Truss Composite load transfer

    Dear All Please Consider the below description for the structural system. Modeling software ETABS ________________________________________________ Truss | | | | | | | | | | | | | | |...
  2. siddhams

    diagrid structure : Erection tolerance

    Dear All I would like to have erection tolerance for diagrid steel structure . As because of same the members are not falling into neither column nor beam. the structure itself cantilevered , domed . How to define tolerance and what is achievable at site Regards M.S.Boobathi
  3. siddhams

    Rebar length for Embedment plate

    Thanks
  4. siddhams

    Rebar length for Embedment plate

    Dear All I am designing an embedment plate to concrete connection. I would like to use rebars not studs. Is there any example problems from ACI or PCI Question 1 : How to calculate rebar development length ? is it as per ACI318 M_14.25.4.2 or Tension lap splice length to be considered ...
  5. siddhams

    ACI 318- Embedment plate & Rebar in place of Studs

    Thanks But my question is is it must to bent or hook the rebar even the tension is less
  6. siddhams

    ACI 318- Embedment plate & Rebar in place of Studs

    We are designing embedment plate (ACI 318 ) using rebar welded to plate. My queries are as below 1) Shall we design as per ACI 318 Chapter 17 ( Earlier Appendix D) 2) If so is it must that the re-bars to be either hooked or bent 3) If Embedment length is calculated based Table 25.4.2.2...
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