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Software Verification Examples for SCADA Pro
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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.