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  1. alibederan

    obtaining stiffness terms (beam modeled with shell elements)

    Hi to all, As a new ABQ user, I have a problem in obtaining stiffness matrix terms (6EI/L2, 12EI/L3, etc.) for a beam. I have modeled the beam with shell elements, however I cannot obtain the thoretical values in ABQ. Section properties: I section, flanges:30cm wide x 1.5cm thick web: 40cm...

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