Solve for the moment of inertia, about the x-axis at the centroid. Using the parallel axis theorem, solve for the moment of inertia, about the x-axis at the top of the shape.
Solve for the moment of inertia, about the x-axis at the centroid. Using the parallel axis theorem, solve for the moment of inertia, about the x-axis at the top of the shape.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Textbook: Strength of Materials
Please provide step by step solution.
A formula sheet is provided for your reference.
![The cross section of a beam is shown below. The formula for the Moment of Inertia
about the x-axis at the centroid of the section is shown below.
Outer Diameter = 50 mm
Inner Diameter = 40 mm
Ixc = (douter - dinner)
dinmer)
64
a) Solve for the moment of inertia, about the x-axis at the centroid.
b) Using the parallel axis theorem, solve for the moment of inertia, about the x-axis at
the top of the shape.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c56cf68-9c99-4ac9-9344-f983cf40d4eb%2F28ccc004-6ca0-4e04-b9aa-79a1d18b6c38%2Flcfb5x_processed.jpeg&w=3840&q=75)
Transcribed Image Text:The cross section of a beam is shown below. The formula for the Moment of Inertia
about the x-axis at the centroid of the section is shown below.
Outer Diameter = 50 mm
Inner Diameter = 40 mm
Ixc = (douter - dinner)
dinmer)
64
a) Solve for the moment of inertia, about the x-axis at the centroid.
b) Using the parallel axis theorem, solve for the moment of inertia, about the x-axis at
the top of the shape.
![Formula Sheet
Centre of Gravity and Moment of Inertia
ΣΑ
ΣΑ
EA,
ΣΑ
I, = I, + Ad² I¸ =E(!.)+ E(Ad²)
1, = E(!.)+
y
Axial Stress and Internal Forces
ΣΕ, -0 Σ , =0 ΣΜ=0
o = P/ A
T =V | A
S.F. = o alow /o.
allow
actual
Strain
PL
8 =
AE
· E \ateral
V =
E =
E =
L
E axial](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7c56cf68-9c99-4ac9-9344-f983cf40d4eb%2F28ccc004-6ca0-4e04-b9aa-79a1d18b6c38%2Fa9e9877_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Formula Sheet
Centre of Gravity and Moment of Inertia
ΣΑ
ΣΑ
EA,
ΣΑ
I, = I, + Ad² I¸ =E(!.)+ E(Ad²)
1, = E(!.)+
y
Axial Stress and Internal Forces
ΣΕ, -0 Σ , =0 ΣΜ=0
o = P/ A
T =V | A
S.F. = o alow /o.
allow
actual
Strain
PL
8 =
AE
· E \ateral
V =
E =
E =
L
E axial
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