Advanced Structural
Designs ACN 097 789 87
92 Vasey Cres CAMPBELL ACT 2612 Telephone 61612171 Facsimile 61612170 Email mal@structuraldesigns.com.au

What changes need to be
made to a typical
Aside from the usual changes we make for earthquake category and wind
speeds you might like to consider the following durability issues. These are
not so much a wish list as they are codified requirements. The implication is, if they are not specified
the building owner would be entitled to sue for damages.
Example below is outside splash zone but within 1km of a surf beach
>10 years <20 years to
AS/NSZ 2312;1994
(you could specify 5 to 10 years)
Painted LP1 to LP6
Galvanised GZLP
Concrete Strength and cover external (exposed) - AS3600
40MPa with 45mm cover or 50MPa with 35mm cover
Masonry Unit - salt attack resistance grade - Exposure - ASNZS
4456.1
Mortar durability M4 (see table 10.1 AS3700)
Wall ties R4 (Appendix F AS3700) must be stainless steel.
Lintels and shelf angles R4 (Appendix F AS3700) must be stainless steel
painted to comply with table F5.
Brick reinforcement R4 (Appendix F AS3700).
Grout in reinforced blockwork minimum cement
content 300kg/m^3 other requirements to meet clause 10.7 of AS3700.
Reinforcing steel in blockwork minimum grout cover 30mm
Exposed fasteners on decks and pergolas – Stainless steel
This list is by no means exhaustive and you will need to consider all of
the usual problems associated with corrosion of dissimilar materials as these
can progress very rapidly in the presence of chloride ions. A good example of this was a case we looked
at where someone had used plated steel bolts to fix aluminium handrails. The base connection lasted less than six
months and the handrail failure could easily have resulted in a death.
If you need a practising structural engineer in Canberra ACT to check
that you have covered all bases call Advanced Structural Designs on 02
61612171.