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  1. Rstructural

    Orientation of Bursting Reinforcement (Eqn 7.2.4(3) AS3600)

    Hi All, A question about the calculations for bursting reinforcement in AS3600/AS5100 (I'll refer to AS3600 as the clause is the same). My understanding of the intent of Equation 7.2.4(3) is that there is a bursting force acting at some inclined angle, and in the case of providing orthogonal...
  2. Rstructural

    AS3600 vs AS5100.5 Longitudinal Reinforcement

    Hi All, I've just been looking at some designs with concurrent bending, axial, shear and torsion to AS5100.5 Clause 8.2.8.2 of AS3600 very clearly states that the area of reinforcement on the flexural tension side "need not be more than that required at the section with the maximum tension...

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