Q2/ For the beam shown in Fig.1, if the modulus of elasticity (E) equal to 200 GPa, by using Double integration method, the maximum deflection is 40KN 8KN/m 120mn 4kN/m A B C E 240mm 2m 1m 1.5m Fig.1 section
Q2/ For the beam shown in Fig.1, if the modulus of elasticity (E) equal to 200 GPa, by using Double integration method, the maximum deflection is 40KN 8KN/m 120mn 4kN/m A B C E 240mm 2m 1m 1.5m Fig.1 section
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Q2/ For the beam shown in Fig.1, if
the modulus of elasticity (E) equal to
200 GPa, by using Double integration
method, the maximum deflection is
40KN
8KN/m
120mm
4KN/m
A
E
240mm
2m
1m
2m
1.5m
Fig.1
section](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F188abde0-5ed7-4ad0-bae3-23736e6caa7c%2Ffa97ad1f-e533-4112-a793-a9042bb31a01%2Fv4t5eoe_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q2/ For the beam shown in Fig.1, if
the modulus of elasticity (E) equal to
200 GPa, by using Double integration
method, the maximum deflection is
40KN
8KN/m
120mm
4KN/m
A
E
240mm
2m
1m
2m
1.5m
Fig.1
section
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