Concrete Column - Beam Connection
Concrete Column - Beam Connection
(OP)
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That is the situation I am dealing with. Both columns have their respective axial loads and the slab / column connection has shear & moment transferring into the columns. My question is. The center to center offset of these two columns is 225mm, simply multiplying that distance by the axial load from the column above gives me a moment of 6300 kN - m to add to bottom column load of 32,000 kN. These columns are roughly 1m^2, but I am having issues with reinforcing this column with such a high moment.
Am I doing this wrong?
Thank you,
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That is the situation I am dealing with. Both columns have their respective axial loads and the slab / column connection has shear & moment transferring into the columns. My question is. The center to center offset of these two columns is 225mm, simply multiplying that distance by the axial load from the column above gives me a moment of 6300 kN - m to add to bottom column load of 32,000 kN. These columns are roughly 1m^2, but I am having issues with reinforcing this column with such a high moment.
Am I doing this wrong?
Thank you,






RE: Concrete Column - Beam Connection
RE: Concrete Column - Beam Connection
Brian C Potter, PE
http://simplesupports.wordpress.com
RE: Concrete Column - Beam Connection
RE: Concrete Column - Beam Connection
RE: Concrete Column - Beam Connection
BA