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Calculate the buckling stress in MPa of rod BC (E=200 GPa) about the y-y axis, if a = 16 mm and b = 34 mm. Assume fixed-fixed

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b ba3 34(16)3 mm Ч Given E = 200 Gpa, a=16mm, b=34mm, L=AB= 5m Crossection area of rod A = axb= 544 mm2 critical load in bucki have explained throuly from basics hope you will understand easily please upvote it your positive reviews are motivates us. Thank you

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