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Simply Supported BeamConcrete VolumeEngineering Unit Converter

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Engineering calculation examples

Simply supported beam: offset point load + UDL

L = 6 m, P = 20 kN @ a = 2 m, w = 5 kN/m

RA = 20×4/6 + 5×6/2 = 28.33 kN
RB = 20×2/6 + 5×6/2 = 21.67 kN
Mmax = 28.33×2 − 5×2²/2 = 46.67 kN·m (x = 2 m)

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Concrete volume: pad footings

6 × (1.8 m × 1.8 m × 0.6 m), 5% wastage

V = 6 × 1.8 × 1.8 × 0.6 = 11.664 m³
With 5% = 12.247 m³ → order 12.5 m³ (0.5 m³ steps)

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