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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 6.8 years ago by | modified 3.9 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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