An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E= 10 x 10^6 psi. Assume the bar is suitably braced to prevent lateral buckling. Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb P₁ 3ft ➡P₂ P3 5ft Determine the Deflection at a. section AB [Select] b. section BC [Select] [Select] 0.042 in c. section CD none -0.024 in 0.024 in d. total deflection [Select] C 4ft V D V ·P
An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E= 10 x 10^6 psi. Assume the bar is suitably braced to prevent lateral buckling. Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb P₁ 3ft ➡P₂ P3 5ft Determine the Deflection at a. section AB [Select] b. section BC [Select] [Select] 0.042 in c. section CD none -0.024 in 0.024 in d. total deflection [Select] C 4ft V D V ·P
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Concept explainers
Question
100%
*answer from a-d* and please draw a proper free body diagram and answer in complete solution. thank you!
![An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E = 10 x 10^6 psi. Assume the bar is suitably braced to prevent
lateral buckling.
Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb
P₁
A
→P₂ P3 ←
5ft C
3ft B
Determine the Deflection at
a. section AB [Select]
b. section BC [Select]
[Select]
0.042 in
c. section CD none
-0.024 in
0.024 in
d. total deflection [Select]
4ft D
P₁](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91e4b522-7aca-4470-a5a8-2137f47f6ed2%2F58a45d8c-ab4d-493d-be06-184cfb9a1479%2Fddwn9rs_processed.png&w=3840&q=75)
Transcribed Image Text:An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E = 10 x 10^6 psi. Assume the bar is suitably braced to prevent
lateral buckling.
Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb
P₁
A
→P₂ P3 ←
5ft C
3ft B
Determine the Deflection at
a. section AB [Select]
b. section BC [Select]
[Select]
0.042 in
c. section CD none
-0.024 in
0.024 in
d. total deflection [Select]
4ft D
P₁
![An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E = 10 x 10^6 psi. Assume the bar is suitably braced to prevent
lateral buckling.
Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb
P₁
A
3ft B
5ft C
Determine the Deflection at
a. section AB [Select]
[Select]
0.036 in
b. section BC 0.0216 in
0.0432 in
none
c. section CD [Select]
d. total deflection [Select]
4ft
V
D
P₁](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F91e4b522-7aca-4470-a5a8-2137f47f6ed2%2F58a45d8c-ab4d-493d-be06-184cfb9a1479%2Fbyxreij_processed.png&w=3840&q=75)
Transcribed Image Text:An aluminum bar having a cross-sectional area of 0.5 in^2 carries the axial loads applied at the positions shown in Fig. Compute the total change in length of the bar if E = 10 x 10^6 psi. Assume the bar is suitably braced to prevent
lateral buckling.
Let P1 = 3000 lb, P2 = 5000 lb, P3 = 7000 lb, P4 = 5000 lb
P₁
A
3ft B
5ft C
Determine the Deflection at
a. section AB [Select]
[Select]
0.036 in
b. section BC 0.0216 in
0.0432 in
none
c. section CD [Select]
d. total deflection [Select]
4ft
V
D
P₁
Expert Solution
This question has been solved!
Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step by step
Solved in 4 steps with 2 images
Knowledge Booster
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.Recommended textbooks for you
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning