Appendix - Detailed Design Examples
Example 2 and 3 Detailed Design
This example highlights the use of a non-standard case
It consists of 1 rectangular component which is basically masonry veneer but with the following modifications –
Metal deck and trussed roof (not tiled)
Gable end walls (3m high) with no eaves overhang
Refer to input on next page and the following computer output.
NOTE: The convention for labeling particular sides of a rectangle is extremely important. Refer to Section 10
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A diagram may be included to show how the structure was modeled. The printed calculations has a space allowing for this.
The footing cross section used corresponds to a 385mm deep waffle raft footing – example 2
The footing cross section used corresponds to a 385mm deep raft footing – example 3
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