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Problems with comperssive strength in EC 6

Problems with comperssive strength in EC 6

Problems with comperssive strength in EC 6

(OP)
Anybody having problems in the UK in calculating the capacity of blockwork walls under vertical load to BS EN 1996-1-1 (Eurocode 6)? It appears this gives much lower vertical load resistance values when compared to BS 5628-1 (now withdrawn).

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