NZS 4230:2004 · Design of reinforced concrete masonry structures
Structural Component Design
Sub-clauses
- 10.1Notation
- 10.2Flexure with or without axial load
- 10.3Shear and torsion
- 10.1– Type dependent design strengths (MPa)
- 10.1– Effective areas for shear
- 10.2– Contribution of axial load to wall shear strength Vp
- 10.4– Examples of locations where shear friction should be checked
- 10.5– Relationship between ductility and masonry shear resisting mechanism
Korbel lists only the clause number and title for reference. It does not reproduce the text of NZS 4230:2004. Always refer to the official published standard.
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