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🧮 Rapid Sizing Drill

A random span or story count, one question: what size would you guess? Type your estimate, check it against the standard rule-of-thumb range, then try another — no score to chase, just building the engineer's most underrated skill: knowing roughly the right answer before you open a calculator.

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These are standard, widely-taught preliminary sizing rules-of-thumb (span-to-depth ratios etc.) — useful for a first guess before real calculation, never a substitute for it. Real member sizes depend on loads, material grade, code requirements, and span continuity; always verify with the appropriate calculator (see this platform's Reinforced Concrete / Steel Design categories) before using any number for actual design.

Rules of thumb used

RC beamDepth h ≈ L/12 to L/10 for a simply-supported reinforced concrete beam — a widely-cited preliminary sizing range.
RC slabThickness h ≈ L/32 to L/28 for a one-way reinforced concrete slab.
Steel beamDepth h ≈ L/20 for a typical steel floor beam — a common starting estimate.
Building periodT1 ≈ 0.1·N (N = number of stories) — the classic rough estimate for a building's fundamental period, consistent with the ASCE 7 / TBDY approximate-period formulas at low-to-mid rise.
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