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  1. freekingdom

    Anyone familiar with Eurocode 3? When shall I use elastic shear resist

    Anyone familiar with Eurocode 3? When shall I use elastic shear resistance of a section? (EC3-1-1, clause 6.2.6, shear resistance) It is a conservative assumption that shear force is taken by the web only and shear resistance from the flange is ignored. EC3 determines the design shear...

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