id	A [cm²]	Ix [cm⁴]	E [MPa]

Rectangular	id	0 1 2 3 4 5 Apply
		Concrete C20 Concrete C25 Steel Wood
		[cm]
		[cm]

T-Section	id 0 1 2 3 4 5 Apply
		Concrete C20 Concrete C25 Steel MR250 Steel AR350
		[cm]
		[cm]
		[cm]
		[cm]

H-Section	id 0 1 2 3 4 5 Apply
		Steel Wood Concrete C20 Concrete C25
		[cm]
		[cm]
		[cm]
		[cm]

Retangular Pipe	id 0 1 2 3 4 5 Apply
		Steel Wood Concrete C20 Concrete C25
		[cm]
		[cm]
		[cm]

Circular	id 0 1 2 3 4 5 Apply
		Steel MR250 Steel AR350 Concrete C20 Concrete C25
		[cm]

Node id	coord. x [m]	coord. y [m]	Repeat Pattern
			X	Y

Bar	Node	Node
id	i	f	Section	Ri	Rf	iR	AR

Node	Restrains			Prescritions [m]
id	X	Y	M	Dx	Dy	Mz

Node id	Fx [kN]	Fy [kN]	Mz [kN·m]

Bar id	qyi [kN/m]	qyf [kN/m]	qxi [kN/m]	qxf [kN/m]	GB

	Evaluate

	Evaluate

	Evaluate

	Evaluate

Nodal displacements
Node	Dx [mm]	Dy [mm]	Rz [rad]

IDL
Node	X	Y	Z

Restrictions
IDGL	Kn/Kn·m

Internal Forces
Bar	N [kN]	V [kN]	M [kN·m]

Rectangular	id	0 1 2 3 4 5
		Concrete C20 Concrete C25 Steel Wood

T-Section	id 0 1 2 3 4 5
		Concrete C20 Concrete C25 Steel MR250 Steel AR350

H-Section	id 0 1 2 3 4 5
		Steel Wood Concrete C20 Concrete C25

Retangular Pipe	id 0 1 2 3 4 5
		Steel Wood Concrete C20 Concrete C25