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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![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](https://content.bartleby.com/qna-images/question/ca4c0e1c-44d6-42b4-9c06-6042454ee11b/00c54979-478d-469b-bde3-76dfb323cf2f/tviwxw_thumbnail.jpeg)
Transcribed Image Text: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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