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Formwork shore design loads: An evaluation of current practice
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Concrete
- Article date:
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May 1, 2001
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Copyright informationCopyright The Concrete Society May 2001. Provided by ProQuest LLC. (Hide copyright information)
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an evaluation of current practice
Researchers who have measured loads in formwork shores have consistently found that they differ from those predicted. There is evidence that current methods sometimes tend towards underestimation. In this article, a comparison is made between design shore loads predicted by both permissible stress and limit state formwork standards with research results. There is also a qualitative evaluation of the adequacy of current practice, in particular the methods specified in Australian Standard AS 3610-1995 Formwork for concrete(1). The disparity should be of concern to formwork designers and committees drafting formwork Standards. Although such failures are ...
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