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  1. Jorisr

    AISC 360-5/10 Equation F13-2 Proportioning limits

    I am performing a structural analysis for an existing structure. This structure contains elements that does not fullfill the requirements set in Equation F13-2 of AISC 360-5/10. The section (vertical column) is a HE140A profile reinforced using a big strip with a cross-section 40x400mm. Now I...

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