IINSTRUCTIONS: DETERMINE THE MAXIMUM SHEAR (V)AND MOMENT(M) OF THE BEAM. AND SKETCH THE SHEAR FORCE AND BENDING MOMENT DIAGRAMS. NEGLECT THE WEIGHT OF THE BEAM. 2.) y Рв 3 30 kN ·4 m - 3 m² - 3 m– E В D Cp = 40 kN • m

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