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  1. TSG024

    How to analyze a built up section under beam-column conditions?

    I am currently designing a self-stressing precast concrete form, also known as a stressing bed. The pre-stressing steel is subjecting the form to ~2300 kN of load at a 90 mm eccentricity above the centroid of reinforcing steel. The form is supported by two W 250 x 33 sections on the bottom and...

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