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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)
Use factored values (e.g. 1.2D+1.6L) in kN / kN·m
Typical values: 0.005–0.010. Per ASCE 7 story drift limits.
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