13-116. The A-36-steel W12 * 50 column is fixed at its base. Its top is constrained so that it cannot move along the x-x axis but it is free to rotate about and move along the y-y axis. If the eccentric force P = 15 kip is applied to the column, investigate if the column is adequate to support the loading. Use the interaction formula. The allowable bending stress is (sb)allow = 15 ksi. | |
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