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Eurocode design of Shear wall in ETABS

thread802-502933

Eurocode design of Shear wall in ETABS

Eurocode design of Shear wall in ETABS

(OP)
Dear Sirs,
I'm asking about the limit of normalised compressive stress in the Eurocode in clause 5.4.3.4.1 (2) that it must not exceed 0.4, why the ETABS does not give any warning about exceeding this limit??
Thanks in advance for your opinions

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