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. It can be inclined. Inclined columns are originated from the category of structural framing members gravity load loaded columns and can be applied to both rigid as well as braced frames.

For a perfectly straight column, the bending moment will be due to externally applied loads. These are first-order bending moments. When the column is inclined, there are chances that the applied axial loads become eccentric with respect to the longitudinal axis of the columns. These second-order bending moments are dependent on the geometry, stiffness, and support conditions of the structure. Pinned or fixed supports are investigated for these effects.

The design in most of the cases is carried out for axial force and moments by the usual method. In a condition where shear is found predominant (this is the case when the member is inclined appreciably), shear reinforcement should be designed and their provision is made.

Some of the examples of inclined column constructions are rafter & struts of an RCC truss, gable beams of a sloped roof, and the top chord of an RCC Vierendeel Girder.

The top chord (beam) of a Vierendeel girder, which is a horizontal member, is designed as a column, and not as a beam, as compression is dominant in it.

A column that possesses a cross-section without symmetry may be subjected to torsional buckling or lateral buckling. Torsional buckling is a sudden twisting of the column. As the theories say the existence of eccentric loading would decrease column strength.

The term eccentrically loaded is defined as the situation when the axial load on the column is not concentric or in other words if the line of action of the axial load is not parallel to the central axis of the column. The eccentricity is mainly represented by ‘e’, of the load subjects to bending of the column immediately. Hence the combined action of axial and bending would result in reduced load-carrying ability.

From the figure the

w = total load applied to the beam. This is the load that has to be transferred to the inclined column AB.

The axial force P can be obtained by the equation

P = wl/2

The moment due to eccentricity in the column can be given by

M = P.e

Where e is the eccentricity. From the figure, e has to be determined from the given details.

Thus

e = (L/2) cosÎ¸

Once the column is analyzed and the loads, forces are determined the next procedure is design

The reinforcement detailing is provided at the location where the inclination starts with extra care. This location is vital, and the stirrups are spaced closely at that location.

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Fig.1. Inclined columns with Architectural Importance |

The new idea mentioned is that columns are no longer vertical. It can be inclined. Inclined columns are originated from the category of structural framing members gravity load loaded columns and can be applied to both rigid as well as braced frames.

### Features of Inclined Columns

Mainly inclined columns are designed as any other vertical column structure, except in situations where it is subjected to the eccentricity of the axial load on a column or when they are subjected to second-order effects or P-Î´ effect.For a perfectly straight column, the bending moment will be due to externally applied loads. These are first-order bending moments. When the column is inclined, there are chances that the applied axial loads become eccentric with respect to the longitudinal axis of the columns. These second-order bending moments are dependent on the geometry, stiffness, and support conditions of the structure. Pinned or fixed supports are investigated for these effects.

Fig.2.Inclined Column Construction |

### Forces Acting on Inclined Columns

When we consider an inclined column (say strut) the forces it is subjected to are axial compression, moments, and shear, which can be found out by any method of frame analysis. But there is no variation in the method of analysis that we perform on it.The design in most of the cases is carried out for axial force and moments by the usual method. In a condition where shear is found predominant (this is the case when the member is inclined appreciably), shear reinforcement should be designed and their provision is made.

Some of the examples of inclined column constructions are rafter & struts of an RCC truss, gable beams of a sloped roof, and the top chord of an RCC Vierendeel Girder.

The top chord (beam) of a Vierendeel girder, which is a horizontal member, is designed as a column, and not as a beam, as compression is dominant in it.

Fig. 3. An Inclined Column Aligned in X, Y, and Z direction |

### Load Transferring and Deflection

Fig.4. Tilted column subjected to eccentric axial load |

A column that possesses a cross-section without symmetry may be subjected to torsional buckling or lateral buckling. Torsional buckling is a sudden twisting of the column. As the theories say the existence of eccentric loading would decrease column strength.

The term eccentrically loaded is defined as the situation when the axial load on the column is not concentric or in other words if the line of action of the axial load is not parallel to the central axis of the column. The eccentricity is mainly represented by ‘e’, of the load subjects to bending of the column immediately. Hence the combined action of axial and bending would result in reduced load-carrying ability.

### Load and bending moment in an inclined column

Figure 5 below shows an inclined column connected a beam. We will discuss how we can determine the load in the column.Figure.5 |

From the figure the

w = total load applied to the beam. This is the load that has to be transferred to the inclined column AB.

The axial force P can be obtained by the equation

P = wl/2

The moment due to eccentricity in the column can be given by

M = P.e

Where e is the eccentricity. From the figure, e has to be determined from the given details.

Thus

e = (L/2) cosÎ¸

Once the column is analyzed and the loads, forces are determined the next procedure is design

Design of Inclined column

- The column design is like vertical columns
- Determine the type of column by calculating the effective length and the end conditions
- For the maximum moment, value determines the reinforcement
- Many studies have shown that the inclined columns are subjected to greater moments due to eccentricity compared to vertical columns. The moment will increase with the increase in eccentricity. As the inclination of the columns is higher, the eccentricity also increases, thus the moment. The inclination in columns will result in horizontal component forces in addition to external lateral load present.

Fig.6. Reinforcement Detailing for an Inclined Column R.C.C |

The reinforcement detailing is provided at the location where the inclination starts with extra care. This location is vital, and the stirrups are spaced closely at that location.

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Ultimate Guide on Structural & Non-Structural Cracks With Example

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