FILLED SECTION AS COLUMN SECTIONS

Abstract-Behavior of structure during earthquake motion depends on distribution of weight, stiffness and strength in both horizontal and vertical planes of building. To reduce the effect of earthquake elements steel plate shear walls are used in the building. These can be used for improving seismic response of buildings. The main role of steel shear wall is to collect lateral forces of earthquake in a building and transfer those forces to the foundation. The web plates in steel shear walls are categorized according to their ability to resist buckling. The web plates can be sufficiently stiffened to preclude buckling and allow the full shear strength of the web to be reached. Shear walls are the walls like vertically aligned structural components which are subjected to lateral loads in their plane. These have proved to be very effective for lateral load resistance particularly in the medium to high-rise buildings. These depending upon the material of construction they may be classified as the RCC and steel shear walls. Steel structures are generally lighter than masonry or RC structures. Lower weight translates to lower seismic forces. Steel structures typically show good ductility, even when they are not specifically designed or detailed for seismic resistance. The beams, columns and the plate together act as the vertical plate girder. The columns act as the flanges, the plate as the web and the beams as the horizontal stiffeners of the plate girder. In present study Steel Industrial building with shear wall is analysed & design on STAAD-PRO. Two types of column sections are used i.e. I