9 kN-m 33 kN/m A By (KN): Cy (KN): C₁: C₂: EIBA (+): 2m 2 kN/m C +im -3 m- EISA (1+): Előo (1+):. EIB (+): Loc. Sec Max (m):. Elbec Max (+): D
9 kN-m 33 kN/m A By (KN): Cy (KN): C₁: C₂: EIBA (+): 2m 2 kN/m C +im -3 m- EISA (1+): Előo (1+):. EIB (+): Loc. Sec Max (m):. Elbec Max (+): D
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
Related questions
Question
Please answer the ff in complete solution and draw fbd
Question: Solve the problem using double integration method/maculay bracket function and the origin of moment equation should be at A. EI is constant.
![9 kN-m
33 kN/m
A
By (KN):
Cy (KN):
C₁:
C₂:
EIBA (+):
-2m-
2 kN/m
-3 m-
EISA (1+):
Elop (T+):.
EIB (+):
Loc. Sac Max (m):
EI6Bc Max (1+):
imd](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F07c69857-616f-4104-9533-0d686edb08a9%2F92556978-5b1c-4a1c-bc7a-b8f68b527386%2Ft8xiryq_processed.png&w=3840&q=75)
Transcribed Image Text:9 kN-m
33 kN/m
A
By (KN):
Cy (KN):
C₁:
C₂:
EIBA (+):
-2m-
2 kN/m
-3 m-
EISA (1+):
Elop (T+):.
EIB (+):
Loc. Sac Max (m):
EI6Bc Max (1+):
imd
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