Combined bending and shear capacity (section) (Columns: AS 4100)

Tekla Structural Designer
2021
Tekla Structural Designer

Combined bending and shear capacity (section) (Columns: AS 4100)

The combined bending and shear capacity check is performed according to AS 4100 clause 5.12.3, assuming bending is resisted by the whole of the cross-section, for the coincident major shear and moment about the x-x axis (Mx) and minor shear and moment about the y-y axis (My), at the point under consideration. The design moments may include eccentricity moments - see Moment capacity (section): Eccentricity Moments.

Note that if the (section) moment capacity is found to be less than the design moment then the combined bending and shear check will automatically be set as Fail.

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