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  1. ProblemDelta

    Shear Lag Factor for 'I' section Bolted by One Flange & Web Only

    Hi All, I'm currently struggling to work out what the shear lag factor would be for a 'I' section in tension. The connection is bolted through the top flange and the web only. I'm trying to use Case 2 from Table D3.1 of the AISC guide; however struggling to define X for the equation (1 - X /...

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