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Showing results for tags 'tie beams'.
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Respected all, I am working on project which has foundation consist of Pile Caps, Tie beam and tie slab. The problem which I felt is that when I see reinforcement of tie beam it shows me too much reinforcement like 30-#8 in top and around 20-#8 with beam size 18"X72"(Depth as per Pile Cap Thickness)...
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Assalam o alaikum. I have two questions. 1) Since I have provided my tie beams at plinth level so in my case , do tie beams, plinth beams, grade beams, all mean same? 2) ACI 21.12.3 deals with grade beams and Slab on grades. ACI 12.12.3.2 says "Closed ties shall be provided over the len...
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