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Single and multi-span one-way slab design with transparent calculation steps
(Auto-suggests live load)
Plan width for drawing/BOQ only — design still uses a 1 m strip
Code minimum: L/20 = 250 mm
Use service (unfactored) values in kN/m²; values above 10 are unusual — double-check units
Permanent loads excl. slab self-weight
Finishes, partitions, MEP (typical: 1.0–2.0 kN/m²)
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