Dear all,
Would anyone know what is the maximum bar spacing between longitudinal reinforcement allowed by Eurocode in a circular or a rectangular column?
Regards
Kk
Dear All,
I am working on a concrete pile design and I have a question regarding the analysis of circular RC sections.
Which of the following methods is acceptable by Eurocode?
1. Column Interaction charts - If ok, should I refer BS for the charts?
2. Calculating stresses in the...
Dear all,
I am checking pile capacities using Eurocode and I understand EC does not provide a calculation method for pile bearing capacity like the API.
I would like to know what limiting skin friction and limiting bearing capacity can I use? I would like a reference that provides limiting...
Dear all,
I have an instance in a pile design where the vertical load is very low such that the point of fixity (which is primarily governed by the diameter of the pile, calculated as per Tomlinson) is deeper than what is required by bearing capacity check. I need a minimum pile diameter in...
Dear all,
I am designing anchor bolts on concrete pedestal for design forces according to ETAG (TR029) . I have a few queries regarding the same:
1. Value of hef seems to not change much if the pedestals are small (cmax < ccr,N). This I understand although is their some clause to allow use of...
