Project Team : Jin-Uk Kim, Jeong-Hun Kim, Sung-Jae Kim, Hyeong-Geon An, Yeon-Ho Kim, Jin-Ho Shin
Size : 10th floor above ground and one underground floors
          Height × Width × Length - 62m × 150m × 110m      Â
          Area - 16500 square meter
          Weight - Steel : 562 ton
          Volume - Con’c : 15541 m3
Building uses :Â Office building and public convenience
Structure type :Â Complex structure (RC, Steel, SRC)
Foundation type : Bearing foundation ( individual footing and mat foundation)
The type and strength of the structure material
concrete : fck =27MPa
Reinforced bar SD400
Steel : SS400 (Fy=235MPa), SM490A (Fy=325MPa)
Hollow section : STKN 490B (Fy=325MPa)
Rectangle hollow section : SPSR400 (Fy=235MPa)
High strength bolt : T.S BOLT (F10T, Fy=900MPa)
Stiffener, Base plate and end Plate : The same as the strength of the base material
 Because of huge capacity of files, it was not presented 3D model images of the arrange of bars from third floor to eight floor in building. We could detect the interference phenomena among the arrange of bars and steel detail connections in 3D model, therefore it's recommended to fix this problem in the future.
