Concept on positioning of Columns

1) 

Symmertry:

It is observed that the distribution of mass,stiffness is across the plan has good symmetrical aspects.

This tends to reduce the horizontal displacements in both of the two displacements in both of the two Orthogonal Horizontal Directions.

It also has a very good uniformity also.

Redundancy:

There are missing structural elements in the Periphery of the plan.This causes the uneven distribution of earthquake action effects in non linear range across the plan.

The energy dissipation across the structure is very low which results in non-reliable structure.

Bi-directional Stifness:

The building plan may not be able to resist the horizontal seismic actions in the shorter direction (Y-axis) and also the resistance and stiffness in the shorter direction (Y-axis) is less when compared to longer direction (X-axis).

Ductility:

The building may not be able resist the elastic earthquake forces in shorter direction (Y axis).So it may result in inelastic Response.

The reduction in design force in the shorter direction (Y-axis) is to be compensated by Ductility.

2)

The possible type of irregularities for the given structure are:

Soft storey irregularity.

Stiff and strong upper floor due to masonary fill 2. The column in one storey is longer than the above.

Some provisions to avoid the irregulrities:

The building is torsionally irregular.So the building framing must be revised. The mass irregulrity is avoided by providing light weight concrete/ Low weight masonary or by providing structure with more wood materials.

The structure should be built in a well symmmetric manner. The columns which are provided on the structure should be of same size and height through out the building.

The weight of the building from ground floor should decrease towards top.

3)

The size of the column and beam is improper weak column and strong beam

Then the load are not distribute evenly its unsymmerty structure.

The width of the column and width of the beam need tgo same otherwise the distribution load is gto eccentric

The design of the structure is improper.

In the staircase side the column size is very less the junction of the column should be design properly and strong.

The secondary beam are place a column sholud be in proper design.