please check is AS1170.1 for structural glass is in the list, please share, thanks.
The new glass design approach used in Australian standard, AS1288
Dr Ignatius Calderone, Director, Calderone and Associates Pty Ltd.
There is a trend for glass designers around the world to make reference to standards from other countries. Therefore, in order to avoid improper use of the new Australian standard, it is important that the rationale used and the limitations of the standards are well understood. This paper presents the methodology used in developing the new design charts used in the revised Australian Standard, AS1288, which was published on 16 January 2006. The change to ultimate limit state design in the Australian wind loading code necessitated the corresponding upgrading of the wind loading charts in AS1288. The new charts are also an improvement on the old charts, with the inclusion of criteria such as the aspect ratio and slenderness factor. Separate charts are given for each glass type and thickness.As well as covering the rationale behind the new ultimate limit state design stresses used in the new charts, comparisons are made with the previous Australian code requirements and other existing and draft international standards. These comparisons will highlight the dangers of improperly using a 50-year return wind loading with the new Australian design code, which is applicable to 1000-year return period wind loads.
please check the above code and kindly upload for sharing. thanks
Anybody has designed the following foundation designs using safe software? If so please load the examples or inform the procedure.
1.STRAP FOUNDATION(A BEAM CONNECTING TWO PAD FOOTINGS).
2.RAFT WITH BEAM ON TOP OF RAFT CNNECTING THE COLUMNS.
3.RAFT WITH COLUMNS HAVING AN ENLARGED PEDESTAL AT THE FOOTING BOTTOM(TOP OFRAFT.
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soil strcutrue interaction -real behavior of structures
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