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Design a built up column composed of two channel sections placed toe to toe. The column carries an axial factored load of 1475 kN. Effective length of the column is 10.1 m.
written 5.8 years ago by | modified 2.9 years ago by |
Design a single lacing system with tie plates at each end. Draw neat sketches to show the details. Use 4.6 grade 20 mm diameter bolts.
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