Finite Element Analysis and Design of Post-Tensioned Transfer Girder

A Post-Tensioned Transfer Girder is utilized to transfer point load of column from the above stories and transfer them to the supporting column. Transfer girder gives great engineering stylish view to the tall structure. Behavior and design of transfer girder is extremely unusual contrast with ordinary beam, so it is important to concentrate the behavior and design of the transfer girder in detail. To understand the same in the present review, G+10 story building is basically modeled in which the columns are float at various levels. The analysis and design of transfer girder considering dynamic loading i.e. seismic load is done in ADAPT Builder. Five unique cases are considered with the end goal of examining the behavior of transfer girder. The behavior of transfer girder is contemplated by considering the adjustment in the position of transfer girder in working in plan and the different location of shear wall. The five fundamentally unique building is displayed in ETABS and behavior of the transfer girder is examined. The entire behavior of the post-tensioned transfer girder is contemplated by doing construction stage analysis in ETABS. Additionally the construction stage analysis is done for every one of the five cases in ETABS. To the extent analysis is concerned, the column is regularly accepted pinned at the base and is consequently taken as a point load on the transfer girder. Additionally the impact of transfer girder on the above structure is concentrated under gravity and lateral load. The final design of the transfer girder will done in ADAPT Builder.