Calculate beam deflection, bending moment, and reaction forces for simply supported, cantilever, and fixed beams
Includes shear and moment diagrams and a...
Excessive deflection can crack finishes, jam doors, or be visually unsettling. Building codes limit deflection (e.g., L/360) to ensure serviceability and safety.
Moment of Inertia (I) represents a beam geometry's resistance to bending. A higher "I" value (deeper beam) significantly reduces deflection. Doubling beam depth reduces deflection by a factor of 8.
Simply supported beams are supported at both ends and free to rotate. Cantilever beams are fixed at one end and free at the other (more deflection for the same load). Fixed-fixed beams are constrained at both ends (least deflection). Choose the type that matches your physical setup.
A point load (concentrated force) acts at a single location. A uniformly distributed load (UDL) spreads evenly over the beam length, like the weight of flooring. A distributed load causes roughly half the maximum deflection of an equivalent point load at mid-span.
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