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A force of 15700 N is applied to the edge of the member. Neglect the weight of the member and determine the state of stress a
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Soulon Ĉ TOP VIEW OF COLUMN P120mm P-15700N II 120 mm Somm i somm - As Load į eeentie The Loading produces Two effects - - -2. Bending Stress From flexure formula M - 49 I j H M = I = 0 - Bending Moment moment of inertia Stress at distance y from NeDe = -11.775 mm? -ve compression (11) 11965+ B 1825 3.925 N/mm² season 11.775 3925 Direet compressive Stress . Bending stressBEST OF LUCK , PLEASE HIT LIKE

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