Understanding the Deflection of Beams

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Why does ME require FE analysis and beams and such?

[@matts9728]

@@adrianhalvorsen7013 I design components and assemblies that see loads during use. So I need to make sure the final product can handle those loads.

[@adrianhalvorsen7013]

@@matts9728 so its smaller versions of beams compared to civil engineering

[@matts9728]

@@adrianhalvorsen7013 Yeah something like that. For example, think about chairs or tables. Someone designs those and needs to make sure that they can hold X lbs. of weight without collapsing.

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@@matts9728 smaller loads, smaller spans, smaller areas so it becomes the same principles more or less.

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A simply supported beam of span L carries a downward point load P at the centre and an upward point load P at a distance L/4 from the right end. Determine: (i) The slopes at the ends of the beam. (ii) The deflections at the sections where the loads are applied. (iii) The maximum downward deflection.

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