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Inclined columns or slanted columns or raked columns are column that are structurally leaned at an angle with the perpendicular. The inclination to the structure is provided intentionally to meet architectural or structural functions. The new idea mentioned is that columns are no longer vertical.

Column is a vertical structural member that carry loads mainly in compression. It might transfer loads from a ceiling, floor slab, roof slab, or from a beam, to a floor or foundations. Commonly, columns also carry bending moments about one or both of the cross-section axes.

A short column length is determined by the ratio of effective length to the least lateral dimensions of this column, which should be less than 12. Following these criteria, the column is considered a short column. So the ratio of effective length/least radius of gyration should be less than 12.

The effective column length can be defined as the length of an equivalent pin-ended column having the same load-carrying capacity as the member under consideration. The smaller the effective length of a particular column,the smaller its danger of lateral buckling and the greater its load carrying capacity.

An inclined column is any column that is not truly vertical.

The axial Load carrying capacity column is arrived based on the formula Pu =0.4 fck Ac + 0.67 fy Asc as per IS 456-2000.

It is estimated that 95% of all columns in buildings are tied. 1: Tied column. 2: Spiral Column. 3: Composite column. 4: Axially loaded column. 5: Column with uniaxial eccentric loading. 6: Column with biaxial eccentric loading. 7: Short column. 8: Long column.

Inclined columns can be introduced into a building to serve architectural or structural functions. The design of an inclined column is like the design of any other column but with special attention paid to the changes in stresses due to the eccentricity of the axial load on the column.

A column is a vertical structural member intended to transfer a compressive load. For example, a column might transfer loads from a ceiling, floor or roof slab or from a beam, to a floor or foundations.

Column load-bearing capacity increases with the decrease in column equivalent length. ? This is the strongest column end condition. Both ends fixed column carries the maximum load, and effective length for this condition is considered as half of the total column length.