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Problem 1: Finite element analysis project (part 2) Consider the beam that was modeled using SolidWorks in Part 1 5mm- 80mm 1

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2 loom lbhm loodp -) Bending monert 9nHebeaw 5 みEL ET 2오 PL 申 an .of a slope. γ½ ← ay ET Mat deflectan atacuar .tentse dratt.%) 38y 233 033 Mmad 62 오 8 shea,mai Rakof charge 다 Bending moment di 2-

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