Q3: using double integration method, compute maximum deflection, and deflection at 1.5 m from the left end. Use the same El value in the last question. Use the same El value in the last question. A 3m 4 kN Lisat 2 kN/m 6 kN -1.5m--1.5m- B
Q3: using double integration method, compute maximum deflection, and deflection at 1.5 m from the left end. Use the same El value in the last question. Use the same El value in the last question. A 3m 4 kN Lisat 2 kN/m 6 kN -1.5m--1.5m- B
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q3: using double integration
method, compute maximum
deflection, and deflection at
1.5 m from the left end.
Use the same El value in the
last question.
Use the same EI value in the
last question.
-3m
2 kN/m
6 kN
4 kN
-1.5m--1.5 m-
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F48965f99-7319-4e8d-a667-7a651107f947%2Fae6e8106-433c-4eb7-8d50-4a06d72c506a%2Fzsfpih_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3: using double integration
method, compute maximum
deflection, and deflection at
1.5 m from the left end.
Use the same El value in the
last question.
Use the same EI value in the
last question.
-3m
2 kN/m
6 kN
4 kN
-1.5m--1.5 m-
B
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