reinforced concrete core shear wall design example
Total weight: \[ W = 36,000\, \text{m}^3 \times 2.5\, \text{kN/m}^3 = 90,000\, \text{kN} \] Seismic force: \[ F_{seismic} = 0.25 \times 90,000\, \text{kN} = 22,500\, \text{kN} \] Total Lateral Force For the core shear wall, the dominant lateral force