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  1. Ketler

    Simple beam

    Hello, Could you help me with one problem. I've simple beam (see attachment please). I've assumed that displacement v1 = 1 (therefore end of the beam is anchored - also in attachement). In handbook I found that Force matrix for that case is equal to: 0 12EI/L^3 6EI/L^2 0 -12EI/L^3...

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