Hello,we are constructing a warehouse with cocncrete columns and metal structure roof. my question is: Can we pour concrete into 15 meters long concrete column forms at once (pouring at 4-5 meter intervals trough windows on the column form). Or should we pour the first half first, then after form removal do the same for the seconf half. Is a cold joint allowed in such a situation, (especially where bending is most)? Thank you in advance
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