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
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 ...
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...