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unsure what to do here

The frame shown in the diagram has force Papplied horizontally at point B. Point A is pinned and point Eis on rollers. Determ
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9 Az isomm 250 ma P doomm E 150 mit Efx=0 AxTNE = P = A x=P-NE NE MACO P x2 50 = NEX 450 200 mm o Boho NE = 1300x250 450 Ax=(Į Ay=0 • A2 = STEN OM Efno = 578 + Vzo >>V=-578N Egz0N=0 MARO = M =-86.7N-m M + 578 x 150_0 looo RA 2578N Internal Shearforce

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