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1. Determine the value of the maximum deflection. 2. Determine the location of the zero-slope from the right support. 3. Determine the slope of the elastic curve 6.0 m from the left support. 4. Determine the equivalent uniform load, w, to be carried by the beam if it is to only carry the uniform load. BA W1 a W2 Fig. 3 d F₁ e W3 a b C d e f M 4 m 1.5 m 2 m 1m 1.5 m 1 m 60 kN-m W W1 W₂ W3 F₁ F₂ F3 20 kN/m 30 kN/m 50 kN/m 70 kN/m 15 kN 25 KN 35 kN Fig. 1 3 B b F₁ M d F₂ F3 1. Determine the value of the maximum deflection. 2. Determine the location of the zero-slope from the right support. 3. Determine the slope of the elastic curve 6.0 m from the left support. 4. Determine the equivalent uniform load, w, to be carried by the beam if it is to only carry the uniform load. BA W1 a W2 Fig. 3 d F₁ e W3 a b C d e f M 4 m 1.5 m 2 m 1m 1.5 m 1 m 60 kN-m W W1 W₂ W3 F₁ F₂ F3 20 kN/m 30 kN/m 50 kN/m 70 kN/m 15 kN 25 KN 35 kN Fig. 1 3 B b F₁ M d F₂ F3

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