2D Truss Analyzer

Direct Stiffness Method solver for internal member forces.

Load at Node B (Down) 10 kN

Load at Node D (Down) 5 kN

Cross Section Area (A) 10 cm²

Young's Modulus (E): 200 GPa (Steel)

Member AB:5.83 kN (T)

Member BC:4.17 kN (T)

Member DE:8.33 kN (C)

Member AD:10.52 kN (C)

Member BD:4.51 kN (T)

Member BE:7.51 kN (T)

Member CE:7.51 kN (C)

(T) = Tension, (C) = Compression