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To get the exact analysis results, the sections must be analyzed on their principal axes. The bending resistance must also be computed on the principal axes of the section.
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It is important to note that the torsional stiffness of an open section is function of the warping end conditions as well as the location of the torsional load. Thus, the distribution of the forces in the structure having members resisting torsion may differ whether this option is enabled or disabled.
The punching shear analysis is directly linked to any joints that has been defined as a slab support of type column in the concrete tab of a joint properties. By defining the geometrical properties of a slab supporting joint, the program will determine the shear perimeter around the support.
The latest revision of the GSE STEEL DESIGN enables structural steel designers to design cold-formed steel members based on the North American specification for the design of cold-formed steel structural members covering Canada (CSA S136-16), the United States and Mexico (AISI S100-16).
2015 EDITION OF ALUMINUM DESIGN MANUAL The program designs and verifies according to the American code 2015 Edition of the Aluminum Design Manual published by the Aluminum Association. Image reference: https://www.aluminum.org/news/2015-edition-aluminum-design-manual-released STRUCTURAL