Ahmad Uzair Arshad
Civil/Environmental
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
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