Beam & Vibration: uses and methods
View deflections, bending moments, and foundation natural frequencies under concentrated loads.
Applicable scope and calculation boundary
Euler–Bernoulli homogeneous rectangular beam with small deflection; simply supported central load or cantilever end load; no shear deformation. Analytical solution of
model and reference method
Euler–Bernoulli beam.
model version: 1.0.0. The results are used for scientific research, exploration and teaching, please interpret according to the model conditions.
input parameters
- support and loading
- simply supported · central load / Cantilever · End load
- span（m）
- Value range: 0.1 – 30
- Section width（m）
- Value range: 0.001 – 2
- Section height（m）
- Value range: 0.001 – 2
- Young's modulus（GPa）
- Value range: 0.01 – 1000
- Density（kg/m³）
- Value range: 1 – 25000
- concentrated load（N）
- Value range: 0 – 10000000
How to use
- Load the example or enter data that matches the field description.
- Confirm units and models, run calculations and check diagnostics.
- Export charts, tables or results packages and record model versions.
tools in the same field
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