Problem 4 Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending moment. V (kN)| 48 28 8 x (m) -20 -32 1.0 1.0 Answer: | 20.kN
Problem 4 Draw the load and moment diagrams that correspond to the given shear force diagram. Assume that no couples are applied to the beam. Determine the maximum bending moment. V (kN)| 48 28 8 x (m) -20 -32 1.0 1.0 Answer: | 20.kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 4
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
moment.
V (kN)|
48
28
8
-x (m)
-20
-32
1.0
1.0
Answer:
|20kN
40KN
10 kN/m
Imy im
2 m A 2m
168KN
16k NIm
Mmax = 64 kN-m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F114e3271-bfbe-4629-b15d-0feedb2f0fc9%2Fbf6f7a7e-a75f-4fed-bc04-992e1faaf9e5%2Fxb98ojrm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 4
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
moment.
V (kN)|
48
28
8
-x (m)
-20
-32
1.0
1.0
Answer:
|20kN
40KN
10 kN/m
Imy im
2 m A 2m
168KN
16k NIm
Mmax = 64 kN-m
![Problem 3
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
moment.
V (Ib)|
800
X (ft)
-100
-900
-1200
Answer:
800 (+)
100 /t
3'
800 (-)
1200(-)
Mmax = 3200 lb-ft
%3D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F114e3271-bfbe-4629-b15d-0feedb2f0fc9%2Fbf6f7a7e-a75f-4fed-bc04-992e1faaf9e5%2Fql75ri2_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 3
Draw the load and moment diagrams that
correspond to the given shear force diagram.
Assume that no couples are applied to the
beam. Determine the maximum bending
moment.
V (Ib)|
800
X (ft)
-100
-900
-1200
Answer:
800 (+)
100 /t
3'
800 (-)
1200(-)
Mmax = 3200 lb-ft
%3D
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