1st order nonlinear - Simple cantilever

Tekla Structural Designer
2020
Tekla Structural Designer

1st order nonlinear - Simple cantilever

Problem definition

A 4 long cantilever is subjected to a tip load of 20,000.

Assumptions

Flexural and shear deformations are included.

Key results

Result Theoretical formula Theoretical value Solver value % error
Support Reaction -P 20,000 20,000 0 %
Support Moment -PL -80,000 -80,000 0 %
Tip Deflection   -0.0519 -0.0519 0 %

Conclusion

An exact match is observed between the values reported by the solver and the values predicted by beam theory.

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