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1. Column is simple supported at both ends and subjected to two compressive forces: one is acting at the top end and one is applied at the distance a from the bottom. The total length of the cokumn is I, moment of inertia I, Young;s modulus is E. Derive formula for the critical buckling sum of these two forces P R+P2 2 2. Aluminum rectangular prism is put between two rigid walls and loaded by compressive pressure p applied on the top and on the bottom surfaces of the prism. Find critical limit of the pressure according von Mise criterion if ?,-100MPa; v-03; E-70 GPa
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詐40 ATE ie ene me oads abpli on colem Both load have diltencnd Condi tion twill 2. 100 ะ

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