Conceptual design of a building with columns and shear walls

1Q)

As the structure is more restrained it will be more shrinkage , and cracking.

There will be more shrinkage , the shear wall in the structure is also decide the vibration is more or not

The Torsion in structure C is more than compared to A,B.

The redundancy in structure A,B is smore compared to Structure c.

2Q)

In this frame we have 2 eccentricity along x and y directional , also stifness of the eccentricity is in x direction is higher than y direction.

There is only two continious frames in the structure that is B1 and B2 in the X direction and B9,B10 and B11,B12 in the Y direction

3Q)

The given data is under Earth quake prone area . This plan is not suitable for normal areas.

In sesimic region the lateral and vertical loads play importent role .