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Engineering
Beam Deflection (Center)
Simply supported beam, point load: δ = PL³/(48EI)
Runs locally in your browser
Parameters
Results
- Deflection δ
- 1.27 mm
- δ/L
- 0.000317
- M_max
- 10 kN·m
Allowable deflection is often L/250…L/400 — check applicable codes.
How it works
Calculate mid-span deflection of a simply supported beam under a center point load.
Who it's for: Structural engineers and students in mechanics of materials.
Formula: δ = PL³/(48EI) for a pin-supported beam with load P at center.
Also shows δ/L ratio and maximum moment M = PL/4.
E in GPa; I in cm⁴ (converted internally).
How to use
- Enter Load P (N), Span L (m), Modulus E (GPa), and Moment I (cm⁴).
- Read Deflection δ in mm and compare δ/L to allowable limits (often L/250–L/400).