Question

Determine the maximum load P that frame can support without buckling member AB made of steel. (Est = 2003 MPa, Sy = 360 MPa).

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4m 1 tomm 5m 140mm 140mm m 7 3 -0.0840.0 43 są С gy 12 given 3 200x10 mpa steel IB st E coso = FAB A AC Sy=360 mpa 47m P = FAplease like like

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