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1.2 m An eccentrically loaded column (not experiencing any buckling) must be supported by a force F so that the deflection of the column at point (a) is equal to zero. Calculate F using Castigliano's method. 500 kg mass 10 m Point of zero deflection F a 3 m
DON'T COPY OTHER PEOPLE'S ANSWER HERE IN answers please solve it in clear machine desgin 1
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DON'T COPY OTHER PEOPLE'S ANSWER HERE IN answers please solve it in clear machine desgin 1
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