The moment of inertia of the girder in Figure P9.24 is twice that of the column. If the vertical deflection at Dis not to exceed 1in and if the horizontal deflection at C is not to exceed 0.5 in, what is the minimum required value of the moment of inertia? E = 29,000 kips/in2.The elastomeric pad at B is equivalent to a roller.
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