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A Review Part A Determine the normal stress developed at corner A of the column. Take R = 290 kN and P = 480 KN (Figure 1) Ex

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Calculate P₂ xico P,x50 ali D) - low ama= -33.5 Knim (1) Calculate my my- Pixlo low P2 xlo low -19 letim fotA Inna Tyy= Joox(0) Corner B - 33.5X150 P2 А 19x1150 I I Ora 2 - 20.222 Nomin? or mpa (compressives

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