By using fem method, determine the reaction force at constraint (fixed area) and displacement at the free end (E = toga
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By using fem method, determine the reaction force at constraint (fixed area) and displacement at the free end (E = toga
By using fem method, determine the reaction force at constraint (fixed area) and displacement at the free end (E = toga t=3 mm (thickness) shown in fig of a plate as - 12.5 cm llei 1 4cm 105 cm 1.5 com 20 cm 11.5 cm Trom LA 2000N
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