Kleinlogel Beam Formulas Jun 2026

For a simply supported beam with a point load at the center, the Kleinlogel beam formula for deflection (δ) is:

The single most underused feature is the support settlement table for two-bay frames. It saves hours of manual moment distribution. kleinlogel beam formulas

In the realm of structural engineering, beam formulas play a crucial role in designing and analyzing beams subjected to various loads. One of the most widely used and respected formulas in this field is the Kleinlogel beam formula. Developed by Friedrich Kleinlogel, a renowned German engineer, this formula provides a straightforward and efficient way to calculate the deflection and slope of beams under different loading conditions. For a simply supported beam with a point

Today, while computer-aided design (CAD) and finite element analysis (FEA) are standard, Kleinlogel's formulas remain a staple for and quick spot-checks of software results. If you'd like, I can help you: Find a specific load case or frame type from the tables. One of the most widely used and respected

The slope (θ) at the free end is given by:

Original German editions of Rahmenformeln are rare, but several compiled versions exist:

For a cantilever beam with a uniformly distributed load (w), the Kleinlogel beam formula for deflection (δ) is: