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2017-03-04

Rotated Nodal Support: Display and Results in Printout Report

Nodal supports are usually defined with regard to the global axis system. However, it is sometimes necessary to rotate the nodal support. For example, for a floor slab with a pile foundation. For geological reasons, the piles do not rest in the ground vertically, but in an inclined position. Each end point of the piles has a nodal support that can only absorb forces along the pile foundation direction. Therefore, rotating the nodal support is required. Various options for this are described in previous posts.

RFEM and RSTAB provide different display options for support forces. You can select "Local" (relating to the local axis system of the support) and "Global" (relating to the global axis system). In this case, you should use the local reference; otherwise, the support force will be converted to all three global axes due to the support rotation. Your selection of the result display affects the printout report as well. The report shows the support forces according to the selected option.


Author

Mr. Sühnel is responsible for the quality assurance of RSTAB; he also participates in product development and provides technical support for our customers.

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