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I need help with calculating fet thing of the tapered beam in I-section in steel. I need to calculate the bending stress distribution and deflection of an cantilever tapered beam with the point load of 1000 N at the free end. the length of the beam is 1m (1000mm). same calculation for the simple I-beam not tapered one but same characteristic ( cantilever, point load of 1000 N at free end and length of 1 m) i need the calculation of both type of beams and compare the final values.
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