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Retrofit Design & detailing

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Ahmad Uzair Arshad

Civil/Environmental
Mar 25, 2021
19
AE
Hello Structural Engineers,

I am working on the retrofit of column & Footing.
The current load capacity of column is 1900 Kips (24" x 36" with 14-dia 1" bars) & an increase of 500 kip is required.
A jacket thickness of 6" is required at all sides.

I just don't know how to calculate the Shear Connector & detail them.

Can anyone provide me an example calculation of RCC jacketing for Column, Beam & Slab

Thank you
 
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