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Calculations
Capacity factor
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beta stage
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Capacity factor
public
Capacity factor for strength limit states as per AS 4100:2020 Table 3.4
$$ \phi_{ls_{AS4100}} = 0.6 \: $$
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\phi_{ls_{AS4100}} = 0.6
Dependant calculations
1
Design bending moment in RHS
public
Design bending moment in RHS about the major principal axis analyzed by the elastic method as per AS4100:2020 Section 4.4.2.2
$$ M_{x_{AS4100}} = {\phi_{ls_{AS4100}} \cdot M_{b_{AS4100}}} \:, Nm $$