9 kN-m By (KN): Cr (KN): C₁: 33 kN/m A EIGA (U+): 2m 2 kN/m timd -3 m- EISA (1+):. Eldo (1+): E18 (+): Loc. Sac Max (m):. Elbec Max (T+):

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Please answer the ff in complete solution and draw fbd
Question: Solve the problem using double integration method and the origin of moment equation should be at A. EI is constant

9 kN-m
33 kN/m
A
By (KN):
Cr (KN):
C₁:
C₂:
EIBA (+):
2m-
2 kN/m
-3 m-
EISA (1+):.
Elbo (1+):
+im-
El0n (+):
Loc. Sac Max (m):.
Elbec Max (+):.
Transcribed Image Text:9 kN-m 33 kN/m A By (KN): Cr (KN): C₁: C₂: EIBA (+): 2m- 2 kN/m -3 m- EISA (1+):. Elbo (1+): +im- El0n (+): Loc. Sac Max (m):. Elbec Max (+):.
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