Jacqui Brotchie Posted December 1, 2022 Share Posted December 1, 2022 The lateral concrete pressure formulas in AS3610-1995 Cl 4.4.5.1 do not do not apply in the case of using external vibrators on vertical formwork. Does anyone have experience in designing formwork for use with external vibrators and could provide some guidance or references for calculating concrete pressure in this scenario? Thanks Link to comment Share on other sites More sharing options...
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