mabrouki Posted March 18, 2009 Report Share Posted March 18, 2009 essalamou 3alaykom, it's a concrete wall thx 600 mm with opening, i have to justify by a standard or reference doc the calculation of quantity of steel reinforcement in the edge of opening, thank you for send to me anything. just for your knowledge half of the Interrupted bars has to provided in each side of opening with one lap length both the side. All Horizontal & Vertical bars has to close with U bars at all sides. please, if you have anything in this way thank you to submitt it. Quote Link to comment Share on other sites More sharing options...
GUISSET Posted March 19, 2009 Report Share Posted March 19, 2009 Quote Link to comment Share on other sites More sharing options...
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GUISSET Posted March 20, 2009 Report Share Posted March 20, 2009 Quote Link to comment Share on other sites More sharing options...
mabrouki Posted March 20, 2009 Author Report Share Posted March 20, 2009 Quote Link to comment Share on other sites More sharing options...
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