2D Frame & Beam FEA

Structural · free, no paywalled results

2D Frame & Beam FEA Calculator

Methodology

Ready

Stability

Governing

Utilisation

Max deflection

Peak normal stress

Ready

Diagrams, tables & envelopes

Nodes

Edit a cell, or paste a block of coordinates straight from a spreadsheet.

Model nodes
Label	Xmm	Ymm

Members

Each member joins two nodes and carries a section and a material. A member joining two nodes already connected is refused rather than doubling the stiffness.

3000 mm
Releases: I:M J:M
3000 mm
Releases: I:M J:M
3000 mm
Releases: I:M J:M
3000 mm
Releases: I:M J:M
3000 mm
Releases: I:M J:M
3000 mm
Releases: I:M J:M
2000 mm
Releases: I:M J:M
2000 mm
Releases: I:M J:M
2000 mm
Releases: I:M J:M
3606 mm
Releases: I:M J:M
3606 mm
Releases: I:M J:M
3606 mm
Releases: I:M J:M
3606 mm
Releases: I:M J:M