Question: The simply supported 2 column ( E = Const. L shown below. Izz = Const. a) Use your derived in the first mode (meanin

The simply supported 2 column ( E = Const. L shown below. Izz = Const. a) Use your derived in the first mode

The simply supported 2 column ( E = Const. L shown below. Izz = Const. a) Use your derived in the first mode (meanin 2 length of the column, L, the modulus of the column I zz equation to estimate no inflection Points the b) Determine whether the governing equation x buckling load within the for the Column) in terms of the of elasticity, E. and the moment of inertia Column obtained in b) is the linear operations or not.

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