Three different slab panels (continuous and discontinuous) were designed, slab thickness is 160 mm the maximum size of reinforcement bar is Ø 8mm .Columns in different position (interior, exterior and edge) Ultimate Deflection checking: Ly/500: 5800:500= 11.6>1.40mm. The maximum reinforcement bar size among all columns is Ø30 mm on upper floors and Ø80on ground floor .Links of Ø80 mm were provided to hold main reinforcement bars. Internal column design of 80*80 for the ground floor. Foundation was designed by considering the bearing capacity Pb= 460 KN/m2 and designed upper load from columns. Each designed foundation is 250*250*80 mm and the maximum reinforcement bar is Ø30 mm in foundation.In order to provide access from floor to next floor stair was designed .Going of stair is 300 mm, riser is 110 mm, the flight height is 301 mm and its pitch is 32.540, it is reinforced by Ø30mm at the bottom and Ø30 mm at the top.
Key words: Structural design, modern stop bus station, reinforced concrete building,geotechnical study