The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension load over length BC. Determine the deflection at end A relative to the wall from the applied loads.
The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension load over length BC. Determine the deflection at end A relative to the wall from the applied loads.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension
load over length BC. Determine the deflection at end A relative to the wall from
the applied loads.
LAB = 18 in
LBC = 24 in
WBC = 1.1 k/in
Diameter = 1.0 in
E = 5,000 ksi
0.008 in
0.032 in
0.081 in
0.11 in
0.62 in
0.82 in
1.2 in](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdea2fd47-b722-4ff7-ae78-d6b86a278330%2F5c905526-38b9-4db5-acb6-da8289cea687%2Fzo48c6c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension
load over length BC. Determine the deflection at end A relative to the wall from
the applied loads.
LAB = 18 in
LBC = 24 in
WBC = 1.1 k/in
Diameter = 1.0 in
E = 5,000 ksi
0.008 in
0.032 in
0.081 in
0.11 in
0.62 in
0.82 in
1.2 in
![A
LAB
LAB = 18 in
LBC = 24 in
WBC
WBC = 1.1 k/in
Diameter = 1.0 in
E = 5,000 ksi
TTTTTT
B
LBC
The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension
load over length BC. Determine the deflection at end A relative to the wall from
the applied loads.
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fdea2fd47-b722-4ff7-ae78-d6b86a278330%2F5c905526-38b9-4db5-acb6-da8289cea687%2Fooy7icd_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A
LAB
LAB = 18 in
LBC = 24 in
WBC
WBC = 1.1 k/in
Diameter = 1.0 in
E = 5,000 ksi
TTTTTT
B
LBC
The rod is fixed at C and free at A. It is subjected to a uniformly distributed tension
load over length BC. Determine the deflection at end A relative to the wall from
the applied loads.
C
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