Parameters
Support Conditions
Span L
6.0 m
Column Height h
4.0 m
EI_beam (kN·m²)
10000
EI_column (kN·m²)
10000
Beam UDL w
20.0 kN/m
Lateral Load H (left→right)
0.0 kN
Stiffness Method
Beam element stiffness (local coords):
$$[k_e] = \frac{EI}{L^3}\begin{bmatrix}12 & 6L \\ 6L & 4L^2\end{bmatrix}$$Global system: $\mathbf{K}\mathbf{U}=\mathbf{F}$
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Max Displacement δ (mm)
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Max Beam Moment (kN·m)
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Max Column Moment (kN·m)
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Sway Ratio δ/h