Question: UKC , 3 5 6 4 0 6 2 3 5 b ) Figure 1 shows a 4 . 5 m S 2 7 5
UKC
b Figure shows a S column unrestrained along its length and pinned at both ends. The column carries an ultimate design axial load of Check the buckling resistance of the column by taking the effective length by considering the buckling will govern in minor axis zz Take buckling curve
Given properties:
Partial factors,
Young Modulus,
Radius if gyration,
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