A simple beam ABC has moment of inertia 1.5I from A to B and I from B
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A concentrated load P acts at point B. Obtain the equations of the deflection curves for both parts of the beam. From the equations, determine the angles of rotation θA and θC at the supports and the deflection δB at point B.
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1.51 pI
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Use the bendingmoment equation Eq 912a DEFLECTION CURVE B...View the full answer
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