Beam Calculator
Calculate beam deflection, bending stress, and reactions for common load cases.
Beam Calculator
Simply supported beam with center load
Max deflection for center point load
delta_max = PL^3 / (48EI), M_max = PL/4What Is a Beam Calculator?
A beam calculator solves the structural mechanics of beams under various loading conditions. Beams are horizontal structural members that carry loads perpendicular to their length, transferring forces to supports. Engineers use beam calculations to ensure structures are safe — predicting how much a beam will deflect under load and whether the bending stress stays within the material's allowable limits.
This calculator handles common beam configurations: simply supported beams with point loads or uniform distributed loads, and cantilever beams. It computes maximum deflection (δ), maximum bending moment (M), and reaction forces at the supports. These values are essential for selecting the right beam cross-section and material in construction and mechanical design.
How to Use This Calculator
- Select the beam type: simply supported or cantilever.
- Select the load type: point load (concentrated) or uniform distributed load (UDL).
- Enter the beam span (L), load magnitude (F or w), and the material's elastic modulus (E) and moment of inertia (I).
- Click Calculate to see maximum deflection, bending moment, and support reactions.
Formula & Explanation
Simply supported, center point load:
δmax = FL³ / (48EI)
Mmax = FL / 4
Simply supported, UDL:
δmax = 5wL⁴ / (384EI)
Mmax = wL² / 8
Cantilever, end point load:
δmax = FL³ / (3EI)
Mmax = FLF = point load (N), w = distributed load (N/m), L = span (m), E = elastic modulus (Pa), I = second moment of area (m⁴). Deflection δ is downward; moment M causes bending stress σ = M×c/I.
Worked Examples
Example 1 — Simply Supported with Center Load
Steel beam: L = 4 m, F = 10,000 N, E = 200 GPa, I = 8.33×10⁻⁶ m⁴. δmax = (10000×64)/(48×200×10⁹×8.33×10⁻⁶) = 8 mm. Mmax = 10000×4/4 = 10,000 N·m.
Example 2 — Simply Supported with UDL
Timber beam: L = 3 m, w = 2,000 N/m, E = 12 GPa, I = 1×10⁻⁵ m⁴. δmax = 5×2000×81/(384×12×10⁹×10⁻⁵) ≈ 8.8 mm. Mmax = 2000×9/8 = 2,250 N·m.
Example 3 — Cantilever with End Load
Steel cantilever: L = 2 m, F = 5,000 N, E = 200 GPa, I = 4×10⁻⁶ m⁴. δmax = (5000×8)/(3×200×10⁹×4×10⁻⁶) ≈ 1.67 mm. Mmax = 5000×2 = 10,000 N·m.