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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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
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
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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