Consider the clamped-free column loaded as shown in fig 922
Consider the clamped-free column loaded as shown in Fig. 9.22. Here we take the load P not as the usual axial force, but directed along a line through x = 0. Explain why the buckling load of this problem is equal to that of a pinned-pinned column.
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consider the clamped-free column loaded as shown in fig 922 here we take the load p not as the usual axial force but
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consider now a clamped-free column subjected to a load p constrained to remain tangential to the free end of the column
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