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3 KN 3 KN 1.8 kN/m 80 mm 11 A | В 300 mm D -1.5 m -1.5 m -1.5 m

Determine the moment inertia along the horizontal neutral axis for the cross section of the beam (in 106 mm4) and the maximum normal stress due to bending on a transverse section at C (in MPa)

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