4. Yeonchon Post Office(2001) - Structural Engineer

1. Total Floor Area: 5,923m2

2. Stories & Materials

a) B1F~4F: Concrete(fck =24MPa), Deformed Bar(fy =400MPa)

3. Location: Yeonchon, Republic of Korea

4. Structural System

a) Gravity load resisting system: Ordinary moment resisting frame

b) Lateral load resisting system: Shear wall(2 service cores: elev. & stair)

c) Mat foundation: allowable soil bearing stress,fe ≥ 250kPa, ground water level = G.L.-2.5m