Determine the deflection and average normal stresses

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Reference no: EM131500545

Question: A concrete table column-support with the profile shown in the accompanying figure is to carry a load of approximately 500 lb. Using the direct method discuss, determine the deflection and average normal stresses along the column. Divide the column into five elements. (E = 3.27 x 103 ksi).

Reference no: EM131500545

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