A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity of the beam is E 200GPa, calculate the location of the maximum deflection, the maximum deflection and the deflection at the overhanging end using a. Double Integration Method Problem 3 (5+ D) kN |(2+8) (2+8) m (1+B)m 20mm mm (200+ CD)mm (5+ B) m (200 + BC) mm (20 + D) kN/m Note: A-3 B-2 C-8 D-4
A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity of the beam is E 200GPa, calculate the location of the maximum deflection, the maximum deflection and the deflection at the overhanging end using a. Double Integration Method Problem 3 (5+ D) kN |(2+8) (2+8) m (1+B)m 20mm mm (200+ CD)mm (5+ B) m (200 + BC) mm (20 + D) kN/m Note: A-3 B-2 C-8 D-4
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