Structural & Civil Engineering

What is the mid-span deflection of a W21x44 beam spanning 4.0 meters under 12.0 kN/m?

⚡ Instant Calculated Answer

A W21x44 steel beam across a 4.0 meter span under a 12.0 kN/m uniform distributed load deflects by 0.57 mm at mid-span, which PASSES the standard building code L/360 serviceability limit (11.11 mm).

0.57 mm Primary Metric
Limit: 11.11 mm Secondary Metric

📐 Mathematical Formula & Step-by-Step Substitution

\[ \delta_{max} = \frac{5 \cdot w \cdot L^4}{384 \cdot E \cdot I_x} = \frac{5 \cdot 12000 \cdot (4.0)^4}{384 \cdot (200 \times 10^9) \cdot (3.51e-04)} = 0.57 \text{ mm} \]
delta = (5 * 12000.0 * 4.0^4) / (384 * 200e9 * 3.51e-04) = 0.57 mm
  1. Identify beam properties: Section W21x44, Moment of Inertia I_x = 35,100 cm⁴ (3.5100e-04 m⁴), Young's Modulus E = 200 GPa.
  2. Convert units: Span L = 4.0 m, Load w = 12.0 kN/m = 12,000 N/m.
  3. Calculate numerator: 5 × 12,000 × (4.0)⁴ = 5 × 12,000 × 256.00 = 15,360,000.0.
  4. Calculate denominator: 384 × 200×10⁹ × 3.5100e-04 = 26,956,800,000.0.
  5. Evaluate deflection: 15,360,000.0 / 26,956,800,000.0 = 0.00057 m = 0.57 mm (compared to L/360 = 11.11 mm).

📊 Nearby Parameter Reference Table

Span Length Uniform Load Mid-Span Deflection L/360 Code Limit
3.0 m 12.0 kN/m 0.18 mm 8.33 mm (OK)
3.5 m 12.0 kN/m 0.33 mm 9.72 mm (OK)
4.0 m 12.0 kN/m 0.57 mm 11.11 mm (OK)
4.5 m 12.0 kN/m 0.91 mm 12.5 mm (OK)
5.0 m 12.0 kN/m 1.39 mm 13.89 mm (OK)
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