I need to analyse a U shaped reinforced concrete section for a drainage channel base of which is subjected to uplift pressure and side wall of which is subjected to earth pressure. can anybody give me hint which method suits the best for the analysis.
Kindly tell me that which code is refereed in th cl. 3.4 of SP 16:1980?https://files.engineering.com/getfile.aspx?folder=a1d5eaef-782d-4fe3-9d5b-7c85fe71f96b&file=IMG_20190903_110557.jpg
Dear All,
I am designing a 8.02 meter clear span R.C.C. slab bridge with 2.5 m clear carriageway. I am providing there 3 no. 750 mm diameter pile as pier. The pier will be continued so that it acts also as pile foundation. No separate pile cap is being provided in this case or the pile cum pier...