Determine the maximum deflection of the column/axial member (at the center) based on the eccentricity calculated.
Determine the maximum deflection of the column/axial member (at the center) based on the eccentricity calculated.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the maximum deflection of the column/axial member (at the center)
based on the eccentricity calculated.
![Given data in
Load 453.589 KN
question
Diameter 0.3048 m
Elasticity modulus 200 GPa
MOI 0.00042 m4
Stress 6.21 MPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4000e28a-5cf8-47ab-bb9c-d9b564c038d2%2F4a19cef6-f76e-428d-836f-b7b725ec8cc6%2Fvfkm8r3_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Given data in
Load 453.589 KN
question
Diameter 0.3048 m
Elasticity modulus 200 GPa
MOI 0.00042 m4
Stress 6.21 MPa
![Sel.
=1
Sun we know that
</H
=>
M
0.00042
11
=
blt
6.21 x 10²
0.3048
2
M = 1&114-17 N-m
Me Exe
17114.17 = 453.589 xlox
xe
= e = 0.0377 m
च
or
e = 37.73
mm
#
Any](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4000e28a-5cf8-47ab-bb9c-d9b564c038d2%2F4a19cef6-f76e-428d-836f-b7b725ec8cc6%2Fhambwio_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Sel.
=1
Sun we know that
</H
=>
M
0.00042
11
=
blt
6.21 x 10²
0.3048
2
M = 1&114-17 N-m
Me Exe
17114.17 = 453.589 xlox
xe
= e = 0.0377 m
च
or
e = 37.73
mm
#
Any
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