A three-dimensional block, made of elastic-plastic material with hardening, is fixed on both ends. The block's middle plane is subjected to the pressure load. The surface of plasticity is described according to the Tsai‑Wu plasticity theory.
Verification Example 000013 | 3
Number of Nodes | 6 |
Number of Lines | 7 |
Number of Surfaces | 2 |
Number of Load Cases | 1 |
Dimensions | 1.64 x 1.64 x 8.2 feet |
Program Version | 5.07.03 |
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Do you have individual column sections and angled wall geometries, and need punching shear design for them?
No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.
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In the Concrete Design provides an option to perform seismic design according to AISC 341-16 for steel members.
Five SFRS types (Seismic Force-Resisting Systems) are available for this.