Civil Engineering Tools
BeamTrussMohr's CircleUnit Conversions

2D Frame Calculator

Direct stiffness method · 3 DOF/node (ux, uy, θz) · 6×6 element matrices with transformation

Frame Layout

Tension (N > 0)
Compression (N < 0)
Zero axial
Deflected shape
x → (m)y ↑ (m)01020304005101520M1N: -0.0 kNM2N: -0.0 kNM3N: +0.0 kNM4N: -0.1 kNM5N: -0.1 kNPinRᵧ: +0.02 kNRₓ: -0.05 kNRollerRᵧ: +0.06 kNFₓ: +0.0 kNFₓ: +0.0 kNFₓ: +0.0 kNFₓ: +0.0 kN2 N/mN1(0, 0)N2(0, 10)N3(0, 20)N4(40, 20)N5(40, 10)N6(40, 0)
Max Nodal Displacement
6.450e+5 m
Max Rotation
2.333e+4 rad
Members / Nodes / DOF
5 / 6 / 18
NodeΔx (m)Δy (m)θz (rad)
N10.000e+00.000e+0-2.333e+4
N22.258e+5-2.500e-4-2.108e+4
N34.100e+5-5.000e-4-1.533e+4
N44.100e+5-1.100e-31.133e+4
N55.267e+5-5.500e-41.183e+4
N66.450e+50.000e+01.183e+4