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  1. jengis

    Large shear with continuous 2 span - am I analyzing this right?

    I have a 29' column primarily supporting lateral load at the upper 25'. 1.5' from the base of the column will have steel members and steel plate framing into 3 sides of the column (with welds all around). I'm analyzing this as a continuous two span (beam) and it's coming up with huge shears at...

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