2D frame analysis

Solve a plane frame from nodes, members, supports, and loads.

Nodes
1
mm

mm

kN

kN

kN·m

2
mm

mm

kN

kN

kN·m

Members
1

GPa

mm²

mm⁴

mm

N/mm

N/mm

Result

Enter your values, then calculate.

Calculation method

Assemble transformed 6×6 frame stiffness matrices; solve Kff·uf=Ff and recover reactions Ku−F and member end forces. Distributed loads vary linearly along each member.

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