Combined actions resistance (Columns: AS 4100)

Tekla Structural Designer
Modifierad: 1 jun 2023
2024
Tekla Structural Designer

Combined actions resistance (Columns: AS 4100)

Note: important Note. Clause 8.2 of AS 4100 defines the design bending moments to be used in the combined actions checks as either amplified moments from a first order linear elastic analysis or the moments resulting directly from a second order elastic analysis. Tekla Structural Designer will not provide amplified moments from a first order linear elastic analysis and you are expected to switch to second order analysis to complete the design for combined actions.

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