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Steel column AB is fixed at B and the constraint at A prevents motion in the xy plane. If E = 200 GPa and a

Steel column AB is fixed at B and the constraint at A prevents motion in the xy plane. If E = 200 GPa and a factor of safety 2 is desired,(a) Determine the design load P of the beam (b) Show the first mode of bucking (deformed shape) in the column at the critical bucking load Pcr

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10 www. 10 m

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