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Professional concrete shear wall design for high-rise and seismic structures
Hw/Lw ratio: 3.00 → Slender wall (Hw/Lw > 2)
Resolved suite ACI_318_19 — use caller-factored actions based on 1.2D + 1.6L (ACI 318-19).
Typical values: 0.005–0.010. Per ASCE 7 story drift limits.
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