It is an earth impounded reservoir.From ACI 350,I see higher min. reiforcement ratios as you mentioned. What will you recommend about construction and control joints requirements and spacings?
Hi,
Need to design a water reservoir about 100 ft long.Do we need to provide movement joints? What are the factors to be considered.Any help appreciated.
thanks.
Which European standard talks about watertightness test of structure? Previously BS 8007 has this procedure,now this is withdrawn and replaced by EN 1992-3 and which doesnt seem to have this items.
any help appreciated.
A job to be performed in African country based on Eurocodes specify rebar grade of 390Mpa.Is this usual there? when I looked in codes they are all 500Mpa.
Any thoughts appreciated.