2D Truss Solver

E = 200 GPa

A = 0.001 m² (1000 mm²)

PIN N1 (0, 0) — pinned support

ROLLER N2 (6, 0) — y-fixed

FREE N3 (3, 4) — loaded

M1: N1 → N3 (left rafter)

M2: N2 → N3 (right rafter)

M3: N1 → N2 (bottom chord)

10 kN ↓ at Node 3 (y-direction)

Tension

Compression

Original shape

Applied load

Support / reaction

Press ▶ Solve to run the FEM solver and see results.