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Fx Fx Fy W EX OD Slot Ах Вх The given frame is subject to a distributed load w = 55 kN/m and a horizontal force P = 20 kN. ThMagnitude of the horizontal reaction force Ax in kN at support A (round your result to 1 decimal place): Magnitude of the ver

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taking full system EMA-o ex By x14–20x/0-(55x12)*(4-2-12) -- By = 297-14 kN ! Ety=0 Ay= 55x12 + (-297-19) Ay = 362.65kN ! DE

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