Calcule deflexión, reacciones y momento flector para vigas simplemente apoyadas.
Enter the beam length, the Young's Modulus (E) of the material, and the Moment of Inertia (I). For steel, E is typically 200-210 GPa.
Input the applied load (Point load or Uniformly Distributed Load - UDL). Select the support condition: Simply Supported, Cantilever, or Fixed-Fixed.
The tool outputs the maximum deflection (δ) and rotation (θ). Ensure the deflection is within the limits set by building codes (e.g., L/360 for floor beams).