Problem 4 Derive the shear and moment equations for each beam segment. P B R A C
Problem 4 Derive the shear and moment equations for each beam segment. P B R A C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Problem 4
Derive the shear and moment equations for
each beam segment.
P
B
R
A
C
Answer:
VAB = (Psine)/2
MAB = PR(1 – cose)/2
VBC = (-Psine)/2
MBC = PR(1 + cose)/2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F114e3271-bfbe-4629-b15d-0feedb2f0fc9%2Fc20e375e-7897-49d0-82c3-e22019372135%2Fy8k597m_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 4
Derive the shear and moment equations for
each beam segment.
P
B
R
A
C
Answer:
VAB = (Psine)/2
MAB = PR(1 – cose)/2
VBC = (-Psine)/2
MBC = PR(1 + cose)/2
![Problem 3
Derive the shear and moment equations for
each beam segment.
6 lb/ft
B
C
6 ft
4 ft
- Hinge
Answer:
VAB = 12 lb
МАВ 3 12х - 72 lb-ft
VBC = 48 – 6x lb
MBC = -180 +48x – 3x? lb-ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F114e3271-bfbe-4629-b15d-0feedb2f0fc9%2Fc20e375e-7897-49d0-82c3-e22019372135%2Fv3omoy_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Problem 3
Derive the shear and moment equations for
each beam segment.
6 lb/ft
B
C
6 ft
4 ft
- Hinge
Answer:
VAB = 12 lb
МАВ 3 12х - 72 lb-ft
VBC = 48 – 6x lb
MBC = -180 +48x – 3x? lb-ft
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