Problem 3. Calculate the moment of inertia of the following area with respect to its y centroidal axis. PL 1/2X6 PL 3/8X8 PL 1/2X6
Problem 3. Calculate the moment of inertia of the following area with respect to its y centroidal axis. PL 1/2X6 PL 3/8X8 PL 1/2X6
Chapter2: Loads On Structures
Section: Chapter Questions
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![Problem 3. Calculate the moment of inertia of the following area with respect to its y
centroidal axis.
PL 1/2X6
PL 3/8X8
PL 1/2X6
c
Note 1
PL aXc
PL = plate; a = thickness; c= longer dimension a and c are in inches.
Note 2
For a rectangle with base = b and height = h, the moment of inertia with
respect to its centroidal axis is equal to (1/12)bh³.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F871ecd44-fc4a-4e4c-adcf-b0a7e4aec0cb%2Fdcffcd1f-a966-44b7-bdb8-1a7ff32c8f4b%2Fz1rs0no_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 3. Calculate the moment of inertia of the following area with respect to its y
centroidal axis.
PL 1/2X6
PL 3/8X8
PL 1/2X6
c
Note 1
PL aXc
PL = plate; a = thickness; c= longer dimension a and c are in inches.
Note 2
For a rectangle with base = b and height = h, the moment of inertia with
respect to its centroidal axis is equal to (1/12)bh³.
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