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Showing results for tags 'tie beam'.
Found 4 results
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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 seniors, I am searching for some design example of TIE BEAM DESIGN.... I am having sap reactions of all the columns.. I need detail of manual design of tie beam. Or info how to design it. I also want to design it for differential settlement of columns and for lateral loads also......
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assalamualaikum sepakistan, i wanna ask how do you design properly the tie beam? i always use the moment from base column (fixed base support) to design the properties (geometri and steel reinforcement) and its the same value of steel along the beam (from the support to middle and to support again)....
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Dear engineers; 1. For what we need tie beams ? 2. I mean if I take the first floor's columns' height into consideration in my model ? 3. Will it carry the slab on grade ? 4. In case of Raft then no need for thetie beams since the slab on grade will lay on the raft Yes? Regards
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