NZS 3604:1999 Timber framed buildings

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Design loads on decks

By Alide Elkink 1 December 2006, Build 97

NZS 3604 provides design parameters for deck design for 2.0 kPa floor loadings. However, the designer must consider the load that a deck or balcony may potentially carry and, if it is likely to exceed this loading, the design parameters should be increased accordingly.

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Loaded dimension – a guide

By Roger Shelton 1 November 2000, Build 61

Numerous calls to the BRANZ Helpline indicate that many in the industry are having trouble with the ‘loaded dimension’ concept in NZS 3604:1999 Timber framed buildings. This article offers a visual explanation.

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Lintels

By Roger Shelton 1 October 2007, Build 102

When I began my engineering career, an old builder told me that the rule for lintels was ¾ inch depth per foot of span. Things have changed a bit since then…

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