VERIFICATION EXAMPLES FOR SCADA Pro

Software Verification Examples for SCADA Pro 62 B3.2. Three Dimensional Frame Structure Problem Description A three dimensional steel frame subjected to vertical and horizontal loading is examined (Figure B3.2.1). Figure B3.2.1. Three Dimensional Steel Frame Structure. Geometry, Properties and Loads The cross section of columns is HEB-360, of inclined and horizontal beams is IPE-330, of rafters is IPE-140 and of stiff joints is LEQ100x10. Modulus of elasticity of the material is 210GPa and Poisson ratio is 0.30. The class of structural steel is S235.