Solution

Node	x	y

Element	i	j	EA	EI	Type
					select fix-fix hinge-fix fix-hinge hinge-hinge

Node	ux	uy	r	Dx	Dy	Dr
	select free restrained	select free restrained	select free restrained

Node	kx	ky	kr

Node	Fx	Fy	M

Element	qx	qy	Px	d1	Py	d2	M	d3

Analysis Output	Selection
Degrees of freedom with boundary conditions
Degrees of freedom of elements
Stiffness in local coordinates
Stiffness in global coordinates
Boundary conditions of elements
Apply boundary condition to global stiffness
Structure stiffness with bcs
Fixed ill-condition
Non-zero degrees of freedom of structure
Nodal forces in global coordinates
Element forces in local coordinates
Element forces in global coordinates
Structural equivalent forces in global coordinates
Structure forces
Structure displacements
Nodal displacements
Element displacements in global coordinates
Element displacements in local coordinates
Internal forces

apply

Results