See the figure given and determine the following using Virtual work Method A 1.0 m 2.0 m E= 20000 MPa 1= 158 x 10 mm Slope of deflection at free end a. 0.05485 rad b. -0.05485 rad c. 0.005485 rad d. -0.005485 rad Deflection at free end a. 17.22 mm (downward) b. 12.24 mm (downward) c. 6.12mm (downward) d. 15.26 mm (downward)
See the figure given and determine the following using Virtual work Method A 1.0 m 2.0 m E= 20000 MPa 1= 158 x 10 mm Slope of deflection at free end a. 0.05485 rad b. -0.05485 rad c. 0.005485 rad d. -0.005485 rad Deflection at free end a. 17.22 mm (downward) b. 12.24 mm (downward) c. 6.12mm (downward) d. 15.26 mm (downward)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does.
The load is 4 kN/m
I= 158x 10^6 mm^4
![See the figure given and determine the following using Virtual work Method
A
1.0 m
2.0 m
E= 20000 MPa
1= 158 x 10 mm
Slope of deflection at free end
a. 0.05485 rad
b. -0.05485 rad
c. 0.005485 rad
d. -0.005485 rad
Deflection at free end
a. 17.22 mm (downward)
b. 12.24 mm (downward)
c. 6.12mm (downward)
d. 15.26 mm (downward)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fee8f4500-4181-4f6c-ba77-7cba22b16ca2%2Ffd01d8d6-173a-4fcf-82ea-77a150cbba8a%2Fznor5plk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:See the figure given and determine the following using Virtual work Method
A
1.0 m
2.0 m
E= 20000 MPa
1= 158 x 10 mm
Slope of deflection at free end
a. 0.05485 rad
b. -0.05485 rad
c. 0.005485 rad
d. -0.005485 rad
Deflection at free end
a. 17.22 mm (downward)
b. 12.24 mm (downward)
c. 6.12mm (downward)
d. 15.26 mm (downward)
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