Question: 1 1 . A column section ISHB 1 5 0 @ 2 6 5 . 9 N / m , is to be spliced with

11. A column section ISHB 150 @ 265.9 N/m, is to be spliced with another column sec- tion ISHB 150 @ 339.4 N/m. The factored load on the column is 400 kN. Design the splice.

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