Combined actions resistance (Beams: 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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