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  1. mrnaeem

    Cold Formed angles effective section modulus

    Hi, I am designing a 6" x 1.5" cold-formed angle in bending with 6" leg in compression and 1.5" leg in tension. The leg in compression is not fully effective. Only 2.2" is roughly effective. I am using AISI equation Mn= Se Fy to get the Moment capacity. While calculating the effective section...

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