Problem 8.4 Distributed Loads The framing system shown in the figure is subjected to a 7.7 kN point load and triangular distributed load with a maximum magnitude of 9.5 kN/m. You are required to: a) Determine the reaction forces at the Pin D. b) Determine the reaction forces at Pin A. c) Determine the force in the member AC. 7.7 kN B 2.5 m CONNECTION CONSE NEUTER PLATIN STANCHION 3.5 m LONGITUDINAL STRAKE 9.5 kN/m 5 m
Problem 8.4 Distributed Loads The framing system shown in the figure is subjected to a 7.7 kN point load and triangular distributed load with a maximum magnitude of 9.5 kN/m. You are required to: a) Determine the reaction forces at the Pin D. b) Determine the reaction forces at Pin A. c) Determine the force in the member AC. 7.7 kN B 2.5 m CONNECTION CONSE NEUTER PLATIN STANCHION 3.5 m LONGITUDINAL STRAKE 9.5 kN/m 5 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![Problem 8.4
Distributed Loads
The framing system shown in
the figure is subjected to a 7.7
kN point load and triangular
distributed load with a maximum
magnitude of 9.5 kN/m. You are
required to:
a) Determine the reaction
forces at the Pin D.
b) Determine the reaction
forces at Pin A.
c)
Determine the force in the
member AC.
7.7 kN
B
2.5 m
STENDER
EERSTE
CONNECTION
SEAN
BUTER PLATING
3.5 m
D
INNER BOTTOM PLATING
TRANSVERSE
LONGITUDINAL
STRAKE
9.5 kN/m
5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7dbf35c3-4f5a-4a80-9d87-5a58a47ac408%2F40c365b2-c752-4a0f-9c84-38c808c2d25c%2Fenf18q9_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 8.4
Distributed Loads
The framing system shown in
the figure is subjected to a 7.7
kN point load and triangular
distributed load with a maximum
magnitude of 9.5 kN/m. You are
required to:
a) Determine the reaction
forces at the Pin D.
b) Determine the reaction
forces at Pin A.
c)
Determine the force in the
member AC.
7.7 kN
B
2.5 m
STENDER
EERSTE
CONNECTION
SEAN
BUTER PLATING
3.5 m
D
INNER BOTTOM PLATING
TRANSVERSE
LONGITUDINAL
STRAKE
9.5 kN/m
5 m
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